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HomeMy WebLinkAboutTRUSS SPECS - 22-00003 - 1203 Castle Pines Rd - New SFRJob 219096 Truss A01 Truss Type Common Qty 3 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:41:50 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-xtbvvNSw1J?WEfe8dherSTMNUs?ai8B1Zfu6YQzykGF Scale = 1:118.5 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 T3 B2B3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 3x6 5x6 3x6 4x6 3x8 3x4 3x4 4x6 3x4 3x4 4x6 4x5 3x7 3x7 4x5 4x6 8-10-12 8-10-12 17-6-1 8-7-4 26-1-5 8-7-4 35-0-1 8-10-12 -1-4-0 1-4-0 6-0-6 6-0-6 11-9-3 5-8-14 17-6-1 5-8-14 23-2-14 5-8-13 28-11-12 5-8-14 35-0-1 6-0-5 36-4-1 1-4-0 1-1-1212-9-131-1-128.00 12 0-1-12 0-1-12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12], [10:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.59 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.28 0.08 0.04 (loc) 13-15 13-15 12 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 213 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* W4,W7,EV1,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 4-15, 3-18, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 18=1929/0-5-8 (min. 0-2-2), 12=1929/0-5-8 (min. 0-2-1) Max Horz18=-283(LC 8) Max Uplift18=-79(LC 10), 12=-79(LC 11) Max Grav18=1997(LC 18), 12=1997(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-547/153, 3-4=-2342/365, 4-5=-1746/353, 5-19=-1682/358, 6-19=-1633/377, 6-20=-1633/377, 7-20=-1746/353, 7-8=-2342/365, 8-9=-354/153, 9-10=-547/139, 2-18=-578/206, 10-12=-577/206 BOT CHORD 17-18=-119/2086, 17-21=-32/1836, 16-21=-32/1836, 16-22=-32/1836, 15-22=-32/1836, 15-23=-28/1737, 14-23=-28/1737, 14-24=-28/1737, 13-24=-28/1737, 12-13=-115/1897 WEBS 6-15=-252/1437, 7-15=-734/210, 7-13=-20/523, 4-15=-734/210, 4-17=-20/523, 3-18=-2065/180, 8-12=-2064/180 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-1, Exterior(2R) 13-6-1 to 21-6-1, Interior(1) 21-6-1 to 32-4-1, Exterior(2E) 32-4-1 to 36-4-1 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 18, 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. LOAD CASE(S) Standard Job 219096 Truss A01A Truss Type Common Qty 4 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:41:52 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-tGjgK3TAYwFETzoXl6hJXuSj_gh1A1fJ0zNCcJzykGD Scale = 1:89.9 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 T3 B2B3 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 3x6 5x6 3x6 4x6 3x8 3x4 3x4 4x6 3x4 3x4 4x6 4x5 3x7 3x7 4x5 4x6 8-10-12 8-10-12 17-6-1 8-7-4 26-1-5 8-7-4 35-0-1 8-10-12 -1-4-0 1-4-0 6-0-6 6-0-6 11-9-3 5-8-14 17-6-1 5-8-14 23-2-14 5-8-13 28-11-12 5-8-14 35-0-1 6-0-5 1-1-1212-9-131-1-128.00 12 0-1-12 Plate Offsets (X,Y)-- [2:0-2-8,0-1-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.59 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.08 0.04 (loc) 12-14 12-14 11 14-16 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 No.2 *Except* W4,W7,EV1,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 7-14, 4-14, 3-17, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 17=1932/0-5-8 (min. 0-2-2), 11=1802/0-5-8 (min. 0-1-15) Max Horz17=276(LC 7) Max Uplift17=-79(LC 10), 11=-59(LC 11) Max Grav17=1999(LC 18), 11=1889(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-548/153, 3-4=-2345/366, 4-5=-1749/354, 5-18=-1685/359, 6-18=-1637/378, 6-19=-1636/378, 7-19=-1748/354, 7-8=-2357/370, 8-9=-297/120, 9-10=-490/105, 2-17=-578/206, 10-11=-423/118 BOT CHORD 16-17=-166/2078, 16-20=-79/1829, 15-20=-79/1829, 15-21=-79/1829, 14-21=-79/1829, 14-22=-80/1731, 13-22=-80/1731, 13-23=-80/1731, 12-23=-80/1731, 11-12=-172/1903 WEBS 6-14=-253/1440, 7-14=-737/211, 7-12=-26/539, 4-14=-733/210, 4-16=-20/522, 3-17=-2068/181, 8-11=-2116/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-1, Exterior(2R) 13-6-1 to 21-6-1, Interior(1) 21-6-1 to 30-10-5, Exterior(2E) 30-10-5 to 34-10-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 17, 11. 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 219096 Truss A01B Truss Type Common Qty 4 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:41:53 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-LSH2XPUpJEN556NjJpCY45_v_41GvUtTFd6m9lzykGC Scale = 1:89.9 T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 T3 B2B3 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 3x6 4x5 3x6 4x6 3x4 5x6 3x4 3x8 3x4 3x4 4x6 3x4 3x6 3x6 3x4 4x6 8-10-6 8-10-6 17-4-9 8-6-2 26-0-3 8-7-10 34-10-9 8-10-6 5-11-14 5-11-14 11-8-3 5-8-6 17-4-9 5-8-6 23-1-6 5-8-13 28-10-4 5-8-14 34-10-9 6-0-6 1-2-1212-9-131-1-128.00 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 0.47 0.59 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.29 0.08 0.04 (loc) 11-13 11-13 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 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,W7,EV1,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-13, 6-13, 2-16, 7-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 16=1799/0-4-0 (min. 0-2-0), 10=1799/0-5-8 (min. 0-1-15) Max Horz16=-264(LC 6) Max Uplift16=-59(LC 10), 10=-59(LC 11) Max Grav16=1884(LC 17), 10=1885(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-451/118, 2-3=-2322/370, 3-4=-1740/355, 4-5=-1629/379, 5-17=-1629/379, 6-17=-1740/355, 6-7=-2352/372, 7-8=-295/121, 8-9=-488/106, 1-16=-401/116, 9-10=-422/118 BOT CHORD 15-16=-169/2055, 15-18=-80/1813, 14-18=-80/1813, 14-19=-80/1813, 13-19=-80/1813, 13-20=-81/1724, 12-20=-81/1724, 12-21=-81/1724, 11-21=-81/1724, 10-11=-173/1899 WEBS 3-15=-24/515, 3-13=-722/210, 5-13=-254/1430, 6-13=-737/211, 6-11=-26/541, 2-16=-2121/220, 7-10=-2112/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-1-12, Interior(1) 4-1-12 to 13-4-9, Exterior(2R) 13-4-9 to 21-4-9, Interior(1) 21-4-9 to 30-8-13, Exterior(2E) 30-8-13 to 34-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 16, 10. 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 219096 Truss A01C Truss Type Roof Special Qty 10 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:41:55 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-HrOoy5W3rrdpKQW5QEE09W381thCNJNmixbtDezykGA Scale = 1:87.1 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 EV1 WCL2 T4 T5 B2B3 1 2 3 4 5 6 7 8 9 10 11 12 19 18 17 16 15 14 13 20 21 22 23 24 25 26 27 28 29 3x6 5x6 4x6 5x6 3x6 3x4 4x5 3x5 3x8 3x5 4x5 5x6 1.5x4 3x5 3x7 4x6 3x5 10-9-3 10-9-3 19-6-10 8-9-7 29-2-3 9-7-9 31-9-4 2-7-1 32-0-0 0-2-12 40-0-0 8-0-0 -1-4-0 1-4-0 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 22-7-2 6-7-2 29-2-3 6-7-2 34-0-10 4-10-6 40-0-0 5-11-6 41-4-0 1-4-0 1-1-1211-9-120-3-148.00 12 3.00 12 0-2-12 0-3-0Plate Offsets (X,Y)-- [9:0-2-12,0-3-0] 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 0.95 0.69 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.50 0.05 0.03 (loc) 18-19 18-19 13 16-18 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 218 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-5-10 oc bracing. WEBS 1 Row at midpt 4-16, 7-14, 3-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=2752/0-5-8 (min. 0-2-15), 19=1629/0-5-8 (min. 0-1-14) Max Horz19=-255(LC 10) Max Uplift13=-152(LC 9), 19=-76(LC 12) Max Grav13=2752(LC 1), 19=1748(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-553/153, 3-20=-451/166, 3-21=-1884/239, 4-21=-1691/261, 4-5=-1206/205, 5-6=-1108/227, 6-22=-1475/228, 22-23=-1494/212, 23-24=-1518/209, 7-24=-1625/200, 7-8=-1094/1404, 8-9=-1121/1325, 9-10=-1775/3157, 10-25=-1522/2215, 11-25=-1527/2114, 2-19=-565/289 BOT CHORD 18-19=-127/1674, 18-26=-19/1537, 17-26=-19/1537, 16-17=-19/1537, 16-27=0/1309, 15-27=0/1309, 15-28=0/1309, 14-28=0/1309, 13-14=-1196/1166, 13-29=-2048/1520, 11-29=-2048/1520 WEBS 4-18=-1/522, 4-16=-899/235, 6-16=-75/1115, 7-16=-531/276, 7-14=-1960/1332, 9-14=-758/1548, 9-13=-3062/968, 10-13=-1115/365, 3-19=-1691/128 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-0-0, Exterior(2R) 12-0-0 to 20-0-0, Interior(1) 20-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 19 except (jt=lb) 13=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. LOAD CASE(S) Standard Job 219096 Truss A01D Truss Type Roof Special Qty 6 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:41:57 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-DDWZNnXJNStXakgUYfGUEx9UehM4rDp2AF4zIWzykG8 Scale = 1:86.2 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 HW1 T4 T5 B2B3 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 25 26 27 28 29 3x6 5x6 4x6 6x8 6x12 5x6 5x6 3x6 3x4 1.5x4 3x5 3x8 3x5 4x5 5x6 1.5x4 4x6 3x5 10-9-3 10-9-3 19-6-10 8-9-7 29-2-3 9-7-9 31-9-4 2-7-1 32-0-0 0-2-12 40-0-0 8-0-0 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 22-7-2 6-7-2 29-2-3 6-7-2 34-0-10 4-10-6 40-0-0 5-11-6 41-4-0 1-4-0 1-1-1211-9-120-3-148.00 12 3.00 12 0-9-9LOADING (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 0.94 0.73 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.36 0.05 0.03 (loc) 14-16 14-16 13 16-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 215 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,W7,W8,W9: 2x4 DF Stud SLIDER Left 2x8 DF SS 3-6-5 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. WEBS 1 Row at midpt 4-16, 7-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1510/Mechanical, 13=2762/0-5-8 (min. 0-2-15) Max Horz1=-239(LC 8) Max Uplift1=-56(LC 12), 13=-151(LC 9) Max Grav1=1629(LC 19), 13=2762(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2218/299, 2-19=-2068/305, 3-19=-2003/316, 3-20=-1877/267, 4-20=-1704/280, 4-21=-1218/211, 5-21=-1132/219, 5-6=-1116/233, 6-22=-1491/235, 22-23=-1511/220, 23-24=-1535/217, 7-24=-1637/208, 7-8=-1087/1384, 8-9=-1114/1305, 9-10=-1775/3133, 10-25=-1522/2199, 11-25=-1527/2099 BOT CHORD 1-18=-124/1721, 18-26=-24/1560, 17-26=-24/1560, 16-17=-24/1560, 16-27=0/1319, 15-27=0/1319, 15-28=0/1319, 14-28=0/1319, 13-14=-1179/1161, 13-29=-2034/1520, 11-29=-2034/1520 WEBS 4-18=-19/516, 4-16=-926/252, 6-16=-76/1136, 7-16=-530/273, 7-14=-1951/1333, 9-14=-761/1540, 9-13=-3073/976, 10-13=-1106/365 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 to 12-0-0, Exterior(2R) 12-0-0 to 20-0-0, Interior(1) 20-0-0 to 37-4-0, Exterior(2E) 37-4-0 to 41-4-0 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) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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) 1 except (jt=lb) 13=151. 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 219096 Truss A01E Truss Type GABLE Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:00 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-eoCh?oaCgNG5RBP3DnqBsZnzKuT62d?VsDJeurzykG5 Scale = 1:87.6 EV1 T1 T2 T3 B1 ST2ST3ST4ST5ST6ST7ST8ST9ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 T4 T5 B2B3 W1 W2 W3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 51 52 53 4x5 5x6 5x6 6x8 5x6 3x4 5x6 5x6 3x6 3x5 6x8 3x4 40-0-0 40-0-0 16-0-0 16-0-0 29-2-3 13-2-3 40-0-0 10-9-13 41-4-0 1-4-0 1-1-1211-9-120-3-148.00 12 3.00 120-1-80-2-8 0-3-00-3-00-3-0Plate Offsets (X,Y)-- [11:0-3-0,0-1-8], [21:0-3-0,0-3-0], [23:0-2-8,0-3-0], [32:0-3-0,0-3-0], [38:0-3-0,0-3-0] 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 0.98 0.39 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.01 (loc) 25-26 25-26 27 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 320 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 *Except* ST2,ST3,ST4,ST5,ST6,ST14,ST15,ST16,ST17: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 4-1-11 oc bracing: 25-27. WEBS 1 Row at midpt 13-38, 12-39, 11-40, 10-41, 14-37, 15-36, 16-35, 23-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 32-0-0. (lb) - Max Horz50=-249(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 50=-349(LC 35), 49=-172(LC 9), 28=-1913(LC 35), 27=-699(LC 9) Max Grav All reactions 250 lb or less at joint(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except 50=291(LC 9), 38=354(LC 35), 39=261(LC 19), 49=331(LC 22), 28=439(LC 9), 27=3478(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-50=-351/352, 1-2=-294/326, 2-3=-256/326, 3-4=-215/324, 4-5=-175/325, 5-6=-152/325, 6-7=-131/325, 7-8=-110/325, 8-51=-90/302, 9-51=-87/325, 9-10=-70/324, 10-11=-63/324, 11-12=-84/334, 12-13=-94/307, 13-14=-94/307, 14-15=-85/333, 15-52=-62/326, 16-52=-65/313, 16-17=-47/325, 17-18=-30/326, 18-19=-58/326, 19-20=-98/326, 20-21=-136/322, 21-22=-187/351, 22-23=-206/280, 23-24=-1170/2887, 24-25=-1067/2391 BOT CHORD 48-49=-259/305, 47-48=-259/305, 46-47=-259/305, 45-46=-259/305, 44-45=-259/305, 43-44=-259/305, 42-43=-259/305, 41-42=-259/305, 40-41=-259/305, 39-40=-260/308, 38-39=-260/308, 37-38=-260/308, 36-37=-260/308, 35-36=-260/308, 34-35=-260/308, 33-34=-260/308, 32-33=-260/308, 31-32=-260/308, 30-31=-260/308, 29-30=-261/308, 28-29=-261/308, 27-28=-163/269, 27-53=-2211/1067, 25-53=-2211/1067 WEBS 13-38=-327/56, 23-28=-718/1755, 1-49=-318/331, 23-27=-3619/1348, 24-27=-884/273 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) 0-1-12 to 4-0-0, Exterior(2N) 4-0-0 to 12-0-0, Corner(3R) 12-0-0 to 20-0-0, Exterior(2N) 20-0-0 to 37-4-0, Corner(3E) 37-4-0 to 41-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 39, 40, 41, 42, 43, 44 , 45, 46, 47, 48, 37, 36, 35, 34, 33, 32, 31, 30, 29 except (jt=lb) 50=349, 49=172, 28=1913, 27=699. 11) Non Standard bearing condition. Review required.Continued on page 2 Job 219096 Truss A01E Truss Type GABLE Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:00 2022 Page 2 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-eoCh?oaCgNG5RBP3DnqBsZnzKuT62d?VsDJeurzykG5 NOTES- 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) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. LOAD CASE(S) Standard Job 219096 Truss A01EE Truss Type Common Supported Gable Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:02 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-aBKSQUbSC?WpgVZSKCsfx_sWliErWhGoJXokzkzykG3 Scale = 1:84.2 EV1 T1 T2 EV2B1 ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 ST23 ST24 T3 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 3x6 3x6 3x6 3x6 3x6 3x6 32-0-0 32-0-0 -1-4-0 1-4-0 16-0-0 16-0-0 32-0-0 16-0-0 1-1-1211-9-121-1-128.00 12 0- 2 - 1 3 Plate Offsets (X,Y)-- [16:0-3-0,Edge], [27:0-2-13,0-1-8] 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-R 0.15 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.00 0.01 (loc) 1 1 31 l/defl n/r n/r n/a L/d 120 120 n/a 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 Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST4,ST5,ST13,ST14,ST15,ST16,ST17: 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 15-44, 14-45, 13-46, 11-47, 17-42, 18-41, 19-40, 20-39 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 32-0-0. (lb) - Max Horz55=256(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 45, 46, 47, 48, 49, 50, 51, 52, 53, 41, 40, 39, 38, 37, 36, 35, 34, 33 except 55=-151(LC 6), 31=-116(LC 9), 54=-179(LC 7), 32=-147(LC 6) Max Grav All reactions 250 lb or less at joint(s) 31, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 42, 41, 40, 39, 38, 37, 36, 35, 34, 33 except 55=348(LC 19), 32=255(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-55=-236/266, 12-13=-155/252, 13-14=-190/296, 14-15=-223/352, 15-16=-166/258, 16-17=-166/258, 17-18=-223/352, 18-19=-190/296, 19-20=-164/252 WEBS 3-55=-326/264 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 12-0-0, Corner(3R) 12-0-0 to 20-0-0, Exterior(2N) 20-0-0 to 27-10-4, Corner(3E) 27-10-4 to 31-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 45, 46, 47, 48, 49, 50 , 51, 52, 53, 41, 40, 39, 38, 37, 36, 35, 34, 33 except (jt=lb) 55=151, 31=116, 54=179, 32=147. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 219096 Truss A01S Truss Type Common Structural Gable Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:06 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-TyZzGseyFD0F96sDZ2xb6q17eJU1SOiNE8my6VzykG? Scale: 1/8"=1' T1 T2 B1 W1 W2 W3 W4 W5 W6 W7 EV1 WCL2 EV2 WCR2 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8ST9 ST10 ST11 ST12 ST13 ST14 ST15ST16ST17ST18 ST19 ST20 ST21 ST22 ST23 ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 ST35 ST36 B2B3 1 2 3 4 5 6 7 8 9 10 11 27 26 25 24 23 22 21 20 19 18 16 15 14 13 12 42 77 78 17 79 80 81 3x6 5x6 3x6 3x6 3x8 3x4 3x4 7x8 3x4 3x4 7x8 3x4 3x4 3x6 3x5 3x8 3x8 3x8 3x8 3x4 3x12 3x8 3x8 3x8 5x6 3x8 3x8 3x4 3x12 3x8 8-10-12 8-10-12 13-2-1 4-3-5 17-6-1 4-4-0 26-1-5 8-7-4 35-0-1 8-10-12 -1-4-0 1-4-0 6-0-6 6-0-6 11-9-3 5-8-14 17-6-1 5-8-14 23-2-14 5-8-13 28-11-12 5-8-14 35-0-1 6-0-5 36-4-1 1-4-0 1-1-1212-9-131-1-128.00 12 0-1-120-1-120-3-0Plate Offsets (X,Y)-- [3:0-4-0,0-1-12], [8:0-4-0,0-1-12], [14:0-3-0,0-3-0] 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 0.47 0.55 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.24 0.03 0.02 (loc) 13-15 13-15 12 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 426 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* W4,W7,EV1,EV2: 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST3,ST9,ST19,ST21,ST27: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-15, 4-21, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 13-5-9 except (jt=length) 12=0-5-8, 17=0-3-8. (lb) - Max Horz27=-283(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 27, 12, 18 except 21=-400(LC 10), 42=-518(LC 1) Max Grav All reactions 250 lb or less at joint(s) 18, 19, 20, 42, 22, 23, 24, 25, 26, 17 except 21=2310(LC 1), 27=393(LC 1), 12=1465(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-262/169, 3-4=-32/398, 4-5=-848/260, 5-77=-784/266, 6-77=-735/284, 6-78=-703/284, 7-78=-821/260, 7-8=-1521/278, 8-9=-295/148, 9-10=-487/135, 2-27=-432/213, 10-12=-540/203 BOT CHORD 20-21=-81/358, 19-20=-81/358, 18-19=-81/358, 17-18=-81/358, 17-79=-81/358, 16-79=-81/358, 15-16=-81/358, 15-80=0/975, 14-80=0/975, 14-81=0/975, 13-81=0/975, 12-13=-48/1235 WEBS 6-15=-150/443, 7-15=-794/214, 7-13=-26/620, 8-13=-268/164, 4-15=0/600, 4-21=-1489/205, 3-42=-422/186, 21-42=-899/401, 8-12=-1255/97 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-6-1, Exterior(2R) 13-6-1 to 21-6-1, Interior(1) 21-6-1 to 32-4-1, Exterior(2E) 32-4-1 to 36-4-1 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) 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Bearing at joint(s) 42 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) 27, 12, 18 except (jt=lb) 21=400, 42=518. 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 219096 Truss B01 Truss Type Common Qty 17 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:08 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-PLhjhXgDnrGzOQ0bhTz3BF6S478GwJAgiSF3AOzykFz Scale = 1:82.9 T1 T2 B1 W1 W2 W3 W4 W5 EV1 WCL2 EV2 WCR2T3 B2 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 3x6 4x5 1.5x4 3x6 3x4 4x5 3x4 3x8 3x4 3x5 3x6 3x6 8-7-3 8-7-3 16-0-0 7-4-13 25-6-0 9-6-0 -1-4-0 1-4-0 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 20-7-4 4-7-4 25-6-0 4-10-12 1-1-1211-9-125-5-128.00 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 0.54 0.63 0.45 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.47 0.03 0.02 (loc) 9-10 9-10 9 12 l/defl >999 >642 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,EV1,WCL2,EV2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-10, 3-13, 7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 13=1439/0-5-8 (min. 0-1-9), 9=1307/0-5-8 (min. 0-1-8) Max Horz13=304(LC 7) Max Uplift13=-66(LC 10), 9=-41(LC 10) Max Grav13=1483(LC 18), 9=1400(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-471/126, 3-4=-1540/270, 4-5=-1021/259, 5-6=-916/281, 6-14=-912/286, 7-14=-1003/266, 2-13=-520/186 BOT CHORD 12-13=-145/1427, 12-15=-85/1190, 15-16=-85/1190, 11-16=-85/1190, 10-11=-85/1190, 10-17=-36/652, 17-18=-36/652, 9-18=-36/652 WEBS 4-12=-20/475, 4-10=-692/199, 6-10=-170/699, 7-10=-39/326, 3-13=-1323/124, 7-9=-1248/99 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-0-0, Exterior(2R) 12-0-0 to 20-0-0, Interior(1) 20-0-0 to 21-4-4, Exterior(2E) 21-4-4 to 25-4-4 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 9. 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 219096 Truss B01E Truss Type Common Supported Gable Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:09 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-tXF5uthrY8Oq0aboFAUIjTfjZWdSesbpw6_ciqzykFy Scale = 1:61.6 EV1 T1 T2 EV2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 41 42 3x6 4x6 22-0-0 22-0-0 -1-4-0 1-4-0 11-0-0 11-0-0 22-0-0 11-0-0 23-4-0 1-4-0 1-1-128-5-121-1-128.00 12 0-1-4Plate Offsets (X,Y)-- [11:0-3-0,Edge], [27:0-3-0,0-1-4] 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-R 0.18 0.05 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 21 20 22 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 166 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST9: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 22-0-0. (lb) - Max Horz40=-195(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 33, 34, 35, 36, 37, 38, 30, 29, 28, 26, 25, 24 except 40=-160(LC 6), 22=-120(LC 7), 39=-163(LC 7), 23=-134(LC 6) Max Grav All reactions 250 lb or less at joint(s) 32, 33, 34, 35, 36, 37, 38, 39, 31, 30, 29, 28, 26, 25, 24, 23 except 40=309(LC 19), 22=276(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-10=-141/290, 12-13=-141/290 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 7-0-0, Corner(3R) 7-0-0 to 15-0-0, Exterior(2N) 15-0-0 to 19-4-0, Corner(3E) 19-4-0 to 23-4-0 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 33, 34, 35, 36, 37, 38 , 30, 29, 28, 26, 25, 24 except (jt=lb) 40=160, 22=120, 39=163, 23=134. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 219096 Truss C01 Truss Type Common Qty 3 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:11 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-pwMsJZi54meXFtlAMbWmpuk_zKHs6lx6OQTjmjzykFw Scale = 1:38.0 T1 T2 B1 W1 EV1 WCL2 EV2 WCR21 2 3 4 5 8 7 6 9 10 4x5 1.5x4 1.5x4 4x8 5x6 5x6 6-0-0 6-0-0 12-0-0 6-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 12-0-0 6-0-0 13-4-0 1-4-0 1-1-125-1-121-1-128.00 12 0-1-120-1-12Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] 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 0.50 0.18 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 64 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=733/0-5-8 (min. 0-1-8), 6=733/0-5-8 (min. 0-1-8) Max Horz8=127(LC 9) Max Uplift8=-39(LC 10), 6=-39(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-617/127, 3-9=-470/142, 3-10=-470/142, 4-10=-617/127, 2-8=-680/237, 4-6=-680/237 BOT CHORD 7-8=-133/292 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-8-0, Exterior(2R) 2-8-0 to 9-4-0, Exterior(2E) 9-4-0 to 13-4-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 6. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 219096 Truss C01A Truss Type Common Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:13 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-lIUckFkLcNuFVBuZU0ZEuJpLU7zLafHPrkyqrbzykFu Scale = 1:38.0 T1 T2 B1 W1 EV1 WCL2 EV2 WCR2 1 2 3 6 5 4 7 8 5x6 4x5 5x6 1.5x4 1.5x4 4x8 6-0-0 6-0-0 12-0-0 6-0-0 6-0-0 6-0-0 12-0-0 6-0-0 1-1-125-1-121-1-128.00 12 0-1-120-1-12Plate Offsets (X,Y)-- [1:Edge,0-1-12], [3: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 0.44 0.18 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.00 0.00 (loc) 5-6 5-6 4 5 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 59 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=609/0-5-8 (min. 0-1-8), 4=609/0-5-8 (min. 0-1-8) Max Horz6=-107(LC 6) Max Uplift6=-19(LC 10), 4=-19(LC 11) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-634/129, 2-7=-448/143, 2-8=-448/143, 3-8=-634/129, 1-6=-555/156, 3-4=-555/156 BOT CHORD 5-6=-120/251 WEBS 1-5=-23/253, 3-5=-25/255 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 4-1-12, Exterior(2R) 4-1-12 to 7-10-4, Exterior(2E) 7-10-4 to 11-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 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 219096 Truss C01E Truss Type Common Supported Gable Qty 1 Ply 1 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:14 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-EV2_ybl_Nh066LTl1j4TQWMY1XKrJ7zZ4OiNN1zykFt Scale = 1:34.0 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 3x6 12-0-0 12-0-0 -1-4-0 1-4-0 6-0-0 6-0-0 12-0-0 6-0-0 13-4-0 1-4-0 1-1-125-1-121-1-128.00 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 0.19 0.04 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 13 12 14 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 12-0-0. (lb) - Max Horz23=127(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) 23, 14, 19, 20, 21, 22, 18, 17, 16, 15 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 2-6-12, Corner(3R) 2-6-12 to 9-5-4, Corner(3E) 9-5-4 to 13-4-0 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 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) 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. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 219096 Truss C01G Truss Type COMMON GIRDER Qty 1 Ply 2 Chase Hill Const 12/05 Pine Brook Estates Job Reference (optional) Run: 8.520 s Sep 27 2021 Print: 8.520 s Sep 27 2021 MiTek Industries, Inc. Tue Jan 4 11:42:16 2022 Page 1 Inteframe Components, LLC, Nampa, ID - 83687 ID:NXgkKGPE?_gJs2Rw3YIx83yE0vO-AtAlMGmEvIHqMfd8986xWxRvALvenwGrXiBUSwzykFr Scale = 1:38.0 T1 T2 B1 W1 W2 W3 W4HW1 HW21 2 3 4 5 7 68 9 10 11 12 137x10 4x6 7x10 7x8 6x8 3x5 7x8 6x8 3x5 4-1-3 4-1-3 7-10-13 3-9-11 12-0-0 4-1-3 3-1-12 3-1-12 6-0-0 2-10-4 8-10-4 2-10-4 12-0-0 3-1-12 1-1-125-1-121-1-128.00 12 0-3-00-3-00-4-120-2-40-4-120-2-4Plate Offsets (X,Y)-- [1:Edge,0-3-8], [2:0-4-0,0-2-4], [4:0-4-0,0-2-4], [5:Edge,0-3-8], [6:0-4-0,0-4-12], [7:0-4-0,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.47 0.51 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.06 0.02 0.01 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 174 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF Stud SLIDER Left 2x8 DF SS 3-9-13, Right 2x8 DF SS 3-9-13 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. REACTIONS.(lb/size) 1=5031/0-5-8 (min. 0-2-11), 5=5873/0-5-8 (min. 0-3-2) Max Horz1=96(LC 7) Max Uplift1=-205(LC 8), 5=-237(LC 9) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5737/245, 2-3=-5426/276, 3-4=-5421/276, 4-5=-5725/244 BOT CHORD 1-8=-188/4337, 8-9=-188/4337, 7-9=-188/4337, 7-10=-111/3356, 10-11=-111/3356, 6-11=-111/3356, 6-12=-155/4339, 12-13=-155/4339, 5-13=-155/4339 WEBS 3-6=-159/3037, 4-6=-140/466, 3-7=-160/3049, 2-7=-139/485 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=22ft; 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=205, 5=237. 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) 1608 lb down and 76 lb up at 1-6-4, 1608 lb down and 76 lb up at 3-6-4, 1608 lb down and 76 lb up at 5-6-4, 1608 lb down and 76 lb up at 7-6-4, and 1608 lb down and 76 lb up at 9-6-4, and 1614 lb down and 71 lb up at 11-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-5=-84, 1-5=-20 Concentrated Loads (lb) Vert: 8=-1608(F) 9=-1608(F) 10=-1608(F) 11=-1608(F) 12=-1608(F) 13=-1614(F)