The URL can be used to link to this page

Home My WebLink AboutTRUSS SPECS - 21-00669 - 1080 Cypress Loop - New SFRJob 21-080896T Truss A1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:22 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-RCRVeYETOxG8p0T5VPoQppxhprX0X?jx5O3pzVypHvZ Scale = 1:67.6 0-1-110-1-11T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 ST13 ST13 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 ST12 ST11 ST10 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 T1 T4 B3B2A B C D E F G H I O N M L K J BE BF BG BH BI BJ 5x6 5x6 5x8 5x6 4x5 5x8 3x4 3x6 5x6 3x6 7-11-0 7-11-0 15-10-0 7-11-0 21-10-0 6-0-0 28-8-8 6-10-8 29-9-0 1-0-8 31-8-0 1-11-0 37-8-0 6-0-0 -1-6-0 1-6-0 5-3-5 5-3-5 10-6-11 5-3-5 15-10-0 5-3-5 21-10-0 6-0-0 27-1-5 5-3-5 32-4-11 5-3-5 37-8-0 5-3-5 0-4-38-1-88-3-38-11-150-4-38-1-86.00 12 Plate Offsets (X,Y)-- [D:0-3-0,0-3-0], [F:0-4-0,0-1-15], [G:0-2-12,0-3-4], [K:0-3-0,0-3-0], [N:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.48 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.21 0.05 0.05 (loc) N-O N-O K N-O l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 294 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-0-9 oc purlins, except 2-0-0 oc purlins (5-0-15 max.): E-F. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: J-K,I-J. WEBS 1 Row at midpt G-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-11-8 except (jt=length) B=0-5-8, L=0-3-8, L=0-3-8. (lb) - Max Horz B=178(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except B=-284(LC 12), K=-492(LC 12), J=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) L except B=1527(LC 17), K=1906(LC 1), J=352(LC 26), L=374(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-BE=-2500/366, C-BE=-2432/383, C-D=-2240/359, D-E=-1439/303, E-BF=-1228/302, BF-BG=-1228/302, F-BG=-1228/302, F-G=-1030/240, G-H=-526/927, H-BH=-454/571, I-BH=-470/467 BOT CHORD B-O=-285/2263, N-O=-179/1803, N-BI=0/898, M-BI=0/898, L-M=0/316, K-L=0/316, J-K=-417/446, J-BJ=-417/446, I-BJ=-417/446 WEBS C-O=-351/138, D-O=-29/516, D-N=-719/209, F-N=-185/650, F-M=-559/249, G-M=-272/946, G-K=-2058/660, H-K=-460/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-7, Interior(1) 2-2-7 to 15-10-0, Exterior(2R) 15-10-0 to 21-1-15, Interior(1) 21-1-15 to 21-10-0, Exterior(2R) 21-10-0 to 27-2-2, Interior(1) 27-2-2 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint B, 492 lb uplift at joint K and 127 lb uplift at joint J. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.Continued on page 2 Job 21-080896T Truss A1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:24 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-NbZF3EGjwZXs2KdTcqquuE11JfDU?vDEYiYw2OypHvX NOTES- 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 21-080896T Truss A2 Truss Type Roof Special Qty 3 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:24 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-NbZF3EGjwZXs2KdTcqquuE1?IfD0?qZEYiYw2OypHvX Scale = 1:65.3 T2 T3 B1 B2 B2 B3 W7 W4 W3 W2 W5 W6 W8 T1 T4 W1 A B C D E F G H L K J I M N O P 7x10 5x6 5x8 4x5 5x8 5x8 5x8 3x6 1.5x4 1.5x4 1.5x4 7-8-12 7-8-12 15-5-8 7-8-12 23-4-0 7-10-8 31-2-8 7-10-8 31-8-0 0-5-8 37-8-0 6-0-0 -1-6-0 1-6-0 7-8-12 7-8-12 15-5-8 7-8-12 18-10-0 3-4-8 25-0-4 6-2-4 31-2-8 6-2-4 37-8-0 6-5-8 0-4-39-9-310-5-150-4-33-3-66.00 12 5.00 12 Plate Offsets (X,Y)-- [B:0-1-0,Edge], [F:0-4-0,0-3-0], [I:0-5-0,0-2-4], [J:0-3-13,0-2-8], [K:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.66 0.51 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.17 0.07 (loc) J-K J-K I J-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W5,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-4-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: H-I. WEBS 1 Row at midpt C-K, F-I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1607/0-5-8 (min. 0-1-11), I=2213/0-5-8 (min. 0-2-6) Max Horz B=210(LC 11) Max UpliftB=-301(LC 12), I=-343(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2603/369, C-M=-2470/396, C-D=-1749/337, D-E=-1684/433, E-N=-2081/368, F-N=-2211/353, F-G=-427/690, G-O=-541/684, H-O=-553/548 BOT CHORD B-L=-276/2191, K-L=-278/2188, J-K=-36/1375, I-J=-121/1753, I-P=-489/529, H-P=-489/529 WEBS C-L=0/287, C-K=-862/210, D-K=-512/212, E-J=-64/1033, F-J=0/523, F-I=-3035/524, G-I=-567/254, E-K=-286/667 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-7, Interior(1) 2-2-7 to 18-10-0, Exterior(2R) 18-10-0 to 22-7-3, Interior(1) 22-7-3 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 301 lb uplift at joint B and 343 lb uplift at joint I. 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 21-080896T Truss A2A Truss Type Roof Special Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:26 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-Kzg?UwIzSAnZIdmskFsMzf6LtTuSTpkX?0106HypHvV Scale = 1:68.8 0-1-110-1-11T2 T3 T4 B1 B2 B2 B3 W9 W6 W5 W1 W3 W4 W7 W8 W10 T1 T5 W2 A B C D E F G H I N M L K J O P Q R S 7x10 4x5 5x8 6x12 5x6 3x6 1.5x4 1.5x4 3x4 5x8 6x12 5x6 4x8 7-8-12 7-8-12 15-5-8 7-8-12 17-10-0 2-4-8 19-10-0 2-0-0 23-4-0 3-6-0 31-2-8 7-10-8 31-8-0 0-5-8 37-8-0 6-0-0 -1-6-0 1-6-0 7-8-12 7-8-12 15-5-8 7-8-12 17-10-0 2-4-8 19-10-0 2-0-0 25-6-4 5-8-4 31-2-8 5-8-4 37-8-0 6-5-8 0-4-39-1-89-3-39-11-150-4-33-3-69-1-86.00 12 5.00 12 Plate Offsets (X,Y)-- [B:0-1-0,Edge], [E:0-4-0,0-1-15], [F:0-6-0,0-0-15], [G:0-3-0,0-3-4], [J:0-4-4,0-2-12], [M:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.65 0.51 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.26 0.14 0.07 (loc) M J-K J M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 197 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W9,W3,W4,W7,W10: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-4-9 oc purlins, except 2-0-0 oc purlins (5-6-15 max.): E-F. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt C-M, E-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1607/0-5-8 (min. 0-1-11), J=2213/0-5-8 (min. 0-2-6) Max Horz B=199(LC 11) Max UpliftB=-301(LC 12), J=-343(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-2604/368, C-O=-2470/394, C-P=-1738/324, D-P=-1562/338, D-E=-1659/426, E-F=-1379/319, F-Q=-2162/346, G-Q=-2178/325, G-H=-2487/362, H-R=-541/687, I-R=-553/553 BOT CHORD B-N=-275/2191, M-N=-277/2188, L-M=-52/1425, K-L=-40/1499, J-K=-647/615, J-S=-493/530, I-S=-493/530 WEBS C-N=0/298, C-M=-870/212, D-M=-481/222, E-L=0/361, F-L=-333/32, F-K=-46/901, G-K=-435/181, H-K=-464/2694, H-J=-1836/472, E-M=-288/519 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 2-2-7, Interior(1) 2-2-7 to 17-10-0, Exterior(2E) 17-10-0 to 19-10-0, Exterior(2R) 19-10-0 to 25-1-15, Interior(1) 25-1-15 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 301 lb uplift at joint B and 343 lb uplift at joint J. 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 21-080896T Truss A3 Truss Type Roof Special Qty 6 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:28 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-GMomvcJDzn1HXxwFrguq34BhnGYOxdVqTKW7B9ypHvT Scale = 1:63.2 T2 T3 B1 B2 B2 B3 W7 W4 W3 W2 W5 W6 W8 T1 T4 W1 A B C D E F G K J I H L M N O 7x10 5x6 5x8 4x5 5x8 5x8 5x8 3x6 1.5x4 1.5x4 1.5x4 7-8-12 7-8-12 15-5-8 7-8-12 23-4-0 7-10-8 31-2-8 7-10-8 31-8-0 0-5-8 37-8-0 6-0-0 7-8-12 7-8-12 15-5-8 7-8-12 18-10-0 3-4-8 25-0-4 6-2-4 31-2-8 6-2-4 37-8-0 6-5-8 0-4-39-9-30-4-33-3-66.00 12 5.00 12 Plate Offsets (X,Y)-- [A:0-4-0,0-1-12], [E:0-4-0,0-3-0], [H:0-5-0,0-2-4], [I:0-3-13,0-2-8], [J:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.69 0.61 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.32 0.17 0.09 (loc) A-K I-J H A-K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W7,W5,W8: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: G-H. WEBS 1 Row at midpt B-J, E-H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1452/0-5-8 (min. 0-1-9), H=2217/0-5-8 (min. 0-2-6) Max Horz A=-198(LC 10) Max UpliftA=-226(LC 12), H=-346(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-L=-2638/400, B-L=-2492/416, B-C=-1759/343, C-D=-1692/438, D-M=-2091/373, E-M=-2220/359, E-F=-427/690, F-N=-541/684, G-N=-552/548 BOT CHORD A-K=-297/2226, J-K=-298/2223, I-J=-41/1382, H-I=-126/1761, H-O=-489/529, G-O=-489/529 WEBS B-K=0/289, B-J=-893/232, C-J=-507/211, D-I=-67/1037, E-I=0/527, E-H=-3045/526, F-H=-567/254, D-J=-287/671 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-11-15, Interior(1) 3-11-15 to 18-10-0, Exterior(2R) 18-10-0 to 22-7-3, Interior(1) 22-7-3 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 226 lb uplift at joint A and 346 lb uplift at joint H. 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 21-080896T Truss A3A Truss Type Roof Special Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:29 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-kYM86yKsk59895VRPNQ3bIksdguZgATzi_FhjcypHvS Scale = 1:66.7 0-1-110-1-11T2 T3 T4 B1 B2 B2 B3 W9 W6 W5 W1 W3 W4 W7 W8 W10 T1 T5 W2 A B C D E F G H M L K J I N O P Q R 7x10 4x5 5x8 6x12 5x6 3x6 1.5x4 1.5x4 3x4 5x8 6x12 5x6 4x8 7-8-12 7-8-12 15-5-8 7-8-12 17-10-0 2-4-8 19-10-0 2-0-0 23-4-0 3-6-0 31-2-8 7-10-8 31-8-0 0-5-8 37-8-0 6-0-0 7-8-12 7-8-12 15-5-8 7-8-12 17-10-0 2-4-8 19-10-0 2-0-0 25-6-4 5-8-4 31-2-8 5-8-4 37-8-0 6-5-8 0-4-39-1-89-3-30-4-33-3-69-1-86.00 12 5.00 12 Plate Offsets (X,Y)-- [A:0-4-0,0-1-12], [D:0-4-0,0-1-15], [E:0-6-0,0-0-15], [F:0-3-0,0-3-4], [I:0-4-4,0-2-12], [L:0-5-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.68 0.61 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.26 0.14 0.09 (loc) A-M I-J I A-M l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 195 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W9,W3,W4,W7,W10: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-0-5 oc purlins, except 2-0-0 oc purlins (5-6-13 max.): D-E. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt B-L, D-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)A=1452/0-5-8 (min. 0-1-9), I=2217/0-5-8 (min. 0-2-6) Max Horz A=-186(LC 10) Max UpliftA=-226(LC 12), I=-346(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-N=-2639/398, B-N=-2493/414, B-O=-1748/318, C-O=-1572/343, C-D=-1666/430, D-E=-1386/323, E-P=-2172/352, F-P=-2188/331, F-G=-2497/368, G-Q=-541/687, H-Q=-553/553 BOT CHORD A-M=-295/2226, L-M=-297/2223, K-L=-57/1433, J-K=-44/1507, I-J=-647/615, I-R=-493/530, H-R=-493/530 WEBS B-M=0/301, B-L=-901/230, C-L=-475/220, D-K=0/361, E-K=-333/34, E-J=-47/904, F-J=-435/181, G-J=-470/2703, G-I=-1841/473, D-L=-289/520 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-11-15, Interior(1) 3-11-15 to 17-10-0, Exterior(2E) 17-10-0 to 19-10-0, Exterior(2R) 19-10-0 to 25-1-15, Interior(1) 25-1-15 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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 226 lb uplift at joint A and 346 lb uplift at joint I. 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 21-080896T Truss A4 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:31 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-gxUuXdL6GiPsOPfqWoSXgjpEXUbK83ZG9IknoUypHvQ Scale = 1:65.8 0-1-110-1-11T2 T3 T2 B1 W5 W4 W3 W2 W1 W2 W3 W4 W5 ST13 ST13 ST11 ST12 ST10 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 ST12 ST11 ST10 ST8 ST9 ST7 ST5 ST6 ST3 ST4 ST2 ST1 T1 T1 B3B2 A B C D E F G H N M L K J I BD BE BF BG BH BI 5x6 5x6 5x8 5x6 4x5 5x8 3x4 3x6 5x6 3x6 7-11-0 7-11-0 15-10-0 7-11-0 21-10-0 6-0-0 29-0-0 7-2-0 29-9-0 0-9-0 31-8-0 1-11-0 37-8-0 6-0-0 5-3-5 5-3-5 10-6-11 5-3-5 15-10-0 5-3-5 21-10-0 6-0-0 27-1-5 5-3-5 32-4-11 5-3-5 37-8-0 5-3-5 0-4-38-1-88-3-30-4-38-1-86.00 12 Plate Offsets (X,Y)-- [C:0-3-0,0-3-0], [E:0-4-0,0-1-15], [F:0-2-12,0-3-4], [J:0-3-0,0-3-0], [M:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.53 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.22 0.05 0.06 (loc) A-N A-N J A-N 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 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W5,W4: 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-10-0 oc purlins, except 2-0-0 oc purlins (5-0-6 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: I-J,H-I. WEBS 1 Row at midpt F-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 2-11-8 except (jt=length) A=Mechanical, K=0-3-8, K=0-3-8. (lb) - Max Horz A=-165(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except A=-211(LC 12), J=-497(LC 12), I=-127(LC 13) Max Grav All reactions 250 lb or less at joint(s) K except A=1407(LC 17), J=1919(LC 1), I=352(LC 26), K=374(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-BD=-2589/409, B-BD=-2465/419, B-C=-2321/387, C-D=-1461/309, D-BE=-1248/308, BE-BF=-1248/308, E-BF=-1248/308, E-F=-1043/244, F-G=-526/927, G-BG=-454/572, H-BG=-470/467 BOT CHORD A-N=-323/2377, M-N=-193/1846, M-BH=0/910, L-BH=0/910, K-L=0/315, J-K=0/315, I-J=-417/446, I-BI=-417/446, H-BI=-417/446 WEBS B-N=-415/167, C-N=-56/577, C-M=-752/215, E-M=-188/663, E-L=-564/250, F-L=-274/955, F-J=-2071/662, G-J=-460/219 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=38ft; eave=5ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-9-15, Interior(1) 3-9-15 to 15-10-0, Exterior(2R) 15-10-0 to 21-1-15, Interior(1) 21-1-15 to 21-10-0, Exterior(2R) 21-10-0 to 27-2-2, Interior(1) 27-2-2 to 37-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 lb uplift at joint A, 497 lb uplift at joint J and 127 lb uplift at joint I. Continued on page 2 Job 21-080896T Truss A4 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:32 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-872GkzMk10Xj0YE04WzmDwMPHtxZtWpQOyULKwypHvP NOTES- 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. LOAD CASE(S) Standard Job 21-080896T Truss B1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:34 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-5W919fO_ZdnRFsOOCw?EILRqihkRLXMirFzSPpypHvN Scale = 1:53.2 0-1-110-1-11T1 T2 T1 B1 ST6ST6ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M N O P Q R S AF AE AD AC AB AA Z Y X W V U T AG AH 3x4 3x4 3x4 5x6 3x4 29-2-0 29-2-0 -1-6-0 1-6-0 11-7-0 11-7-0 17-7-0 6-0-0 29-2-0 11-7-0 30-8-0 1-6-0 0-4-36-0-06-1-116-10-70-4-36-0-06.00 12 Plate Offsets (X,Y)-- [H:0-2-0,Edge], [L:0-2-0,Edge], [Z:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.15 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) S S R l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 152 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): H-L. 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 29-2-0. (lb) - Max Horz B=-127(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, Z, AA, AC, AD, AE, AF, W, V, U, R, T Max Grav All reactions 250 lb or less at joint(s) Z, AA, AB, AC, AD, AE, AF, Y, X, W, V, U, T except B=297(LC 1), R=297(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-13 to 1-5-3, Exterior(2N) 1-5-3 to 11-7-0, Corner(3R) 11-7-0 to 14-7-0, Exterior(2N) 14-7-0 to 17-7-0, Corner(3R) 17-7-0 to 20-7-0, Exterior(2N) 20-7-0 to 30-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) B, Z, AA, AC, AD, AE , AF, W, V, U, R, T. 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. LOAD CASE(S) Standard Job 21-080896T Truss B2 Truss Type Common Qty 6 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:35 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-ZijPN?OcKxvIt0ybleWTrZ_tT5wi4yZs4vi?xFypHvM Scale = 1:51.5 T2 T2 B1 W1 W2 W1 W2T1 T1 B2 A B C D E F G J I H K L M N O P 5x6 4x5 3x6 3x6 7x10 3x6 7x10 4x5 9-8-11 9-8-11 19-5-5 9-8-11 29-2-0 9-8-11 -1-6-0 1-6-0 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 30-8-0 1-6-0 0-4-37-7-118-4-70-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.66 0.69 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.41 0.08 0.07 (loc) H-J H-J F F-H l/defl >999 >851 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-3-5 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)B=1559/0-3-8 (min. 0-1-11), F=1559/0-3-8 (min. 0-1-11) Max Horz B=157(LC 11) Max UpliftB=-289(LC 12), F=-289(LC 12) Max Grav B=1559(LC 17), F=1559(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2533/434, C-K=-2440/459, C-L=-2247/445, D-L=-2117/456, D-M=-2117/456, E-M=-2247/445, E-N=-2440/459, F-N=-2533/434 BOT CHORD B-J=-306/2275, J-O=-115/1459, I-O=-115/1459, I-P=-115/1459, H-P=-115/1459, F-H=-320/2166 WEBS D-H=-135/936, E-H=-607/232, D-J=-135/936, C-J=-607/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-7-0, Exterior(2R) 14-7-0 to 17-7-0, Interior(1) 17-7-0 to 30-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=289, F=289. 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 21-080896T Truss B2A Truss Type Common Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:36 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-1vHnaLPF5F19UAXnJL2iNmW4CVKspJJ?JZSYTiypHvL Scale = 1:54.0 0-1-110-1-11T2 T3 T2 B1 W4 W3 W2 W1 W2 W3 W4T1 T1 B2 A B C D E F G H L K J I M N O P 5x8 5x8 5x6 5x8 4x5 5x8 1.5x4 3x4 1.5x4 4x5 6-9-8 6-9-8 13-7-0 6-9-8 15-7-0 2-0-0 22-4-8 6-9-8 29-2-0 6-9-8 -1-6-0 1-6-0 6-9-8 6-9-8 13-7-0 6-9-8 15-7-0 2-0-0 22-4-8 6-9-8 29-2-0 6-9-8 30-8-0 1-6-0 0-4-37-0-07-1-117-10-70-4-37-0-06.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [D:0-4-0,0-1-15], [F:0-4-0,0-3-4], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.44 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.09 0.06 (loc) K K-L G K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 143 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-9-3 oc purlins, except 2-0-0 oc purlins (5-2-13 max.): D-E. 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)B=1559/0-3-8 (min. 0-1-11), G=1559/0-3-8 (min. 0-1-11) Max Horz B=146(LC 11) Max UpliftB=-289(LC 12), G=-289(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2584/420, C-M=-2467/443, C-N=-1827/356, D-N=-1687/379, D-E=-1508/381, E-O=-1680/377, F-O=-1820/355, F-P=-2467/443, G-P=-2584/420 BOT CHORD B-L=-292/2192, K-L=-293/2190, J-K=-126/1505, I-J=-312/2189, G-I=-311/2191 WEBS C-L=0/252, C-K=-778/204, D-K=-58/409, D-J=-268/283, E-J=-67/419, F-J=-782/204, F-I=0/252 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 13-7-0, Exterior(2E) 13-7-0 to 15-7-0, Exterior(2R) 15-7-0 to 19-9-15, Interior(1) 19-9-15 to 30-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=289, G=289. 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 21-080896T Truss B3 Truss Type Common Qty 14 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:38 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-zHPY?1RVdsHskThARm4ATBcOOIxqHJ8ImtxfYaypHvJ Scale = 1:49.7 T2 T2 B1 W1 W2 W1 W2T1 T3 B2 A B C D E F I H G J K L M N O 5x6 4x5 3x6 3x6 7x10 3x6 7x10 4x5 9-8-11 9-8-11 19-5-5 9-8-11 29-2-0 9-8-11 -1-6-0 1-6-0 7-3-8 7-3-8 14-7-0 7-3-8 21-10-8 7-3-8 29-2-0 7-3-8 0-4-37-7-118-4-70-4-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.68 0.73 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.41 0.08 0.10 (loc) G-I F-G F F-G l/defl >999 >846 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1570/0-5-8 (min. 0-1-11), F=1410/Mechanical Max Horz B=155(LC 11) Max UpliftB=-295(LC 12), F=-218(LC 12) Max Grav B=1570(LC 1), F=1438(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-J=-2524/440, C-J=-2428/465, C-K=-2240/452, D-K=-2110/463, D-L=-2147/484, E-L=-2277/472, E-M=-2476/487, F-M=-2574/471 BOT CHORD B-I=-354/2249, I-N=-153/1454, H-N=-153/1454, H-O=-153/1454, G-O=-153/1454, F-G=-359/2202 WEBS D-G=-144/973, E-G=-632/239, D-I=-130/915, C-I=-593/230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-7-0, Exterior(2R) 14-7-0 to 17-7-0, Interior(1) 17-7-0 to 29-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=295, F=218. 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 21-080896T Truss B3A Truss Type Common Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:39 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-RUzwCMS7OAQjLdGM_UbP?P8bxiJD0gOS?XgC40ypHvI Scale = 1:52.2 0-1-110-1-11T2 T3 T4 B1 W4 W3 W2 W1 W2 W3 W4T1 B2 A B C D E F G K J I H L M N O 5x8 5x8 5x6 4x5 4x5 5x8 1.5x4 3x4 3x4 1.5x4 6-9-8 6-9-8 13-7-0 6-9-8 15-7-0 2-0-0 22-4-8 6-9-8 29-2-0 6-9-8 -1-6-0 1-6-0 6-9-8 6-9-8 13-7-0 6-9-8 15-7-0 2-0-0 22-4-8 6-9-8 29-2-0 6-9-8 0-4-37-0-07-1-117-10-70-4-37-0-06.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [D:0-4-0,0-1-15], [G:0-1-4,Edge], [I:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.53 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.21 0.09 0.07 (loc) J J-K G G-H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 141 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 3-6-5 oc purlins, except 2-0-0 oc purlins (5-2-10 max.): D-E. 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)G=1410/Mechanical, B=1570/0-5-8 (min. 0-1-11) Max Horz B=144(LC 11) Max UpliftG=-218(LC 12), B=-295(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-L=-2573/426, C-L=-2456/449, C-M=-1834/370, D-M=-1694/385, D-E=-1517/384, E-N=-1690/388, F-N=-1833/366, F-O=-2526/468, G-O=-2641/453 BOT CHORD B-K=-339/2176, J-K=-340/2174, I-J=-163/1512, H-I=-347/2254, G-H=-347/2254 WEBS C-J=-756/199, D-J=-59/402, D-I=-264/289, E-I=-75/419, F-I=-838/216, F-H=0/256 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 13-7-0, Exterior(2E) 13-7-0 to 15-7-0, Exterior(2R) 15-7-0 to 19-9-15, Interior(1) 19-9-15 to 29-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) 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) except (jt=lb) G=218, B=295. 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 21-080896T Truss B4 Truss Type Roof Special Qty 3 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:41 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-Os4gd2TNvngRbxQl6vdt4qEwOW?8UVBkSr9J8vypHvG Scale = 1:50.2 T2 T3 B1 B2 B3 B4 B5 W10 W9 W8 W6 W5 W4 W1 W2 W7 T4 W3 A B C D E F G H I N M L K J O P Q R 7x10 5x6 7x10 4x5 5x6 6x16 6x12 4x5 5x6 1.5x4 5x8 6x8 1.5x4 2-5-8 2-5-8 3-7-14 1-2-6 11-11-10 8-3-11 13-2-0 1-2-6 21-10-8 8-8-8 29-2-0 7-3-8 -1-6-0 1-6-0 2-5-8 2-5-8 3-7-14 1-2-6 7-9-12 4-1-14 11-11-10 4-1-14 13-2-0 1-2-6 14-7-0 1-5-0 21-10-8 7-3-8 29-2-0 7-3-8 0-4-37-7-118-4-70-4-31-0-06.00 12 10.00 12 Plate Offsets (X,Y)-- [I:0-3-8,0-2-0], [K:0-4-4,0-1-4], [N:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.63 0.56 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.56 0.24 0.15 (loc) L-M L-M I L-M l/defl >999 >618 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 147 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W9,W4,W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-6-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt H-K, F-K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1562/0-5-8 (min. 0-1-11), I=1402/0-5-8 (min. 0-1-8) Max Horz B=155(LC 11) Max UpliftB=-294(LC 12), I=-217(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-O=-2565/429, C-O=-2493/436, C-D=-4966/821, D-E=-4936/868, E-P=-2294/452, F-P=-2150/453, F-G=-1714/429, G-Q=-1471/372, H-Q=-1629/361, H-R=-2442/462, I-R=-2562/446 BOT CHORD B-N=-358/2163, M-N=-395/2459, L-M=-430/2705, K-L=-332/2661, J-K=-336/2162, I-J=-334/2165 WEBS C-N=-1443/231, C-M=-365/2430, E-M=-325/2101, E-L=-891/224, F-L=-306/2340, G-K=-221/1001, H-K=-938/235, H-J=0/307, F-K=-2353/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-7-0, Exterior(2R) 14-7-0 to 17-7-0, Interior(1) 17-7-0 to 28-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) B=294, I=217. 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 21-080896T Truss B5 Truss Type Roof Special Qty 3 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:42 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-s2e2rOU?g5oIC5?xgc96d1m5bvLPDyUuhVvthLypHvF Scale = 1:52.3 T2 T3 B1 B2 B3 B4 B5 W10 W9 W8 W6 W5 W4 W1 W2 W7 T4 W3 A B C D E F G H I J O N M L K P Q R S 7x10 5x6 6x8 4x5 5x6 6x16 6x12 4x5 5x6 1.5x4 5x8 6x8 1.5x4 2-5-8 2-5-8 3-7-14 1-2-6 11-11-10 8-3-11 13-2-0 1-2-6 21-10-8 8-8-8 29-2-0 7-3-8 -1-6-0 1-6-0 2-5-8 2-5-8 3-7-14 1-2-6 7-9-12 4-1-14 11-11-10 4-1-14 13-2-0 1-2-6 14-7-0 1-5-0 21-10-8 7-3-8 29-2-0 7-3-8 30-8-0 1-6-0 0-4-37-7-118-4-70-4-31-0-06.00 12 10.00 12 Plate Offsets (X,Y)-- [H:0-4-0,Edge], [L:0-4-4,0-1-4], [O:0-3-0,0-2-1] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.56 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.56 0.23 0.14 (loc) M-N M-N I M-N l/defl >999 >621 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 149 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* B4: 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W9,W4,W1,W2: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-6-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt H-L, F-L MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1557/0-5-8 (min. 0-1-11), I=1557/0-5-8 (min. 0-1-11) Max Horz B=-157(LC 10) Max UpliftB=-291(LC 12), I=-291(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-2555/418, C-P=-2483/425, C-D=-4947/754, D-E=-4918/802, E-Q=-2281/437, F-Q=-2137/438, F-G=-1704/419, G-R=-1463/364, H-R=-1621/352, H-S=-2401/431, I-S=-2526/406 BOT CHORD B-O=-306/2154, N-O=-336/2450, M-N=-359/2693, L-M=-247/2643, K-L=-296/2126, I-K=-295/2129 WEBS C-O=-1438/197, C-N=-320/2421, E-N=-285/2095, E-M=-890/215, F-M=-241/2326, G-L=-209/990, H-L=-905/226, H-K=0/304, F-L=-2338/329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-7-0, Exterior(2R) 14-7-0 to 17-7-0, Interior(1) 17-7-0 to 30-8-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) B=291, I=291. 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 21-080896T Truss B6 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:44 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-oRmpG4VGCi20SO8Jn1BaiSsYBj9rh2qB8pOzlEypHvD Scale = 1:52.6 0-1-110-1-11T1 T2 T3 B1 ST6ST6ST5 ST4 ST3 ST2 ST1 ST6 ST5 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M N O P Q R AE AD AC AB AA Z Y X W V U T S AF AG 3x4 3x4 3x4 3x4 5x6 29-2-0 29-2-0 -1-6-0 1-6-0 11-7-0 11-7-0 17-7-0 6-0-0 29-2-0 11-7-0 0-4-36-0-06-1-116-10-70-4-36-0-06.00 12 Plate Offsets (X,Y)-- [H:0-2-0,Edge], [L:0-2-0,Edge], [Y:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.15 0.05 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) A A R l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 149 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): H-L. 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 29-2-0. (lb) - Max Horz B=125(LC 11) Max Uplift All uplift 100 lb or less at joint(s) B, Y, Z, AA, AB, AC, AD, AE, X, W, V, U, T, S Max Grav All reactions 250 lb or less at joint(s) R, Y, Z, AA, AB, AC, AD, AE, X, W, V, U, T except B=298(LC 1), S=266(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=29ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-13 to 1-5-3, Exterior(2N) 1-5-3 to 11-7-0, Corner(3R) 11-7-0 to 14-7-0, Exterior(2N) 14-7-0 to 17-7-0, Corner(3R) 17-7-0 to 20-7-0, Exterior(2N) 20-7-0 to 29-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) B, Y, Z, AA, AB, AC, AD, AE, X, W, V, U, T, S. 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. LOAD CASE(S) Standard Job 21-080896T Truss C1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:46 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-kquZgmXWkJIkhiIivSD2ntxoEXku9v_Tc7t4q6ypHvB Scale = 1:51.3 0-1-110-1-11T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 ST8 ST8 ST6 ST7 ST5ST3 ST4 ST2 ST1 ST7 ST6 ST5 ST3 ST4 ST2 B1 ST1 A B C D E F G H M L K J I AN AO AP AQ AR AS 5x8 5x6 4x5 3x4 3x4 3x8 3x4 5x6 4x5 6-0-0 6-0-0 11-0-1 5-0-1 16-11-15 5-11-14 22-0-0 5-0-1 28-0-0 6-0-0 -1-6-0 1-6-0 6-0-0 6-0-0 11-0-1 5-0-1 16-11-15 5-11-14 22-0-0 5-0-1 28-0-0 6-0-0 29-6-0 1-6-0 0-4-35-8-85-10-36-6-150-4-35-8-86.00 12 Plate Offsets (X,Y)-- [D:0-4-0,0-1-15], [K:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.40 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.20 0.08 0.06 (loc) J-L J-L G L l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 180 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-6 oc purlins, except 2-0-0 oc purlins (4-2-13 max.): D-E. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt D-J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size)B=1501/0-3-8 (min. 0-1-10), G=1501/0-3-8 (min. 0-1-10) Max Horz B=119(LC 11) Max UpliftB=-280(LC 12), G=-280(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-AN=-2478/425, C-AN=-2369/446, C-AO=-1938/385, D-AO=-1839/402, D-AP=-1644/396, AP-AQ=-1644/396, E-AQ=-1644/396, E-AR=-1839/402, F-AR=-1939/385, F-AS=-2368/446, G-AS=-2478/425 BOT CHORD B-M=-299/2102, L-M=-299/2102, K-L=-176/1643, J-K=-176/1643, I-J=-319/2102, G-I=-319/2102 WEBS C-L=-541/154, D-L=-33/364, E-J=-28/361, F-J=-540/154 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 11-0-1, Exterior(2R) 11-0-1 to 15-2-15, Interior(1) 15-2-15 to 16-11-15, Exterior(2R) 16-11-15 to 21-2-14, Interior(1) 21-2-14 to 29-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=280, G=280. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 21-080896T Truss C2 Truss Type Common Qty 6 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:47 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-C0Sxu6Y8VdQbJstuS9kHK5UyMw1KuNvdqnceMZypHvA Scale = 1:49.7 T2 T2 B1 W1 W2 W1 W2T1 T1 B2 A B C D E F G J I H K L M N O 5x6 3x6 3x6 3x6 6x8 3x6 6x8 3x6 9-4-0 9-4-0 18-8-0 9-4-0 28-0-0 9-4-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 29-6-0 1-6-0 0-4-37-4-38-0-150-4-36.00 12 Plate Offsets (X,Y)-- [B:0-2-9,0-1-8], [C:0-4-0,Edge], [E:0-4-0,Edge], [F:0-2-9,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.64 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.36 0.07 0.06 (loc) H-J H-J F B-J l/defl >999 >930 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-8-2 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)B=1501/0-3-8 (min. 0-1-10), F=1501/0-3-8 (min. 0-1-10) Max Horz B=-149(LC 10) Max UpliftB=-280(LC 12), F=-280(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-K=-2425/431, C-K=-2328/455, C-L=-2147/440, D-L=-2026/452, D-M=-2025/452, E-M=-2146/440, E-N=-2328/455, F-N=-2425/431 BOT CHORD B-J=-304/2170, J-O=-114/1394, I-O=-114/1394, H-I=-114/1394, F-H=-318/2069 WEBS D-H=-135/890, E-H=-580/228, D-J=-135/890, C-J=-580/228 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 14-0-0, Exterior(2R) 14-0-0 to 17-0-0, Interior(1) 17-0-0 to 29-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=280, F=280. 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 21-080896T Truss C2A Truss Type Common Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:49 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-9PZiJnZO1EgIYA1HaanlPWZKhkmOMACwI55kRRypHv8 Scale = 1:52.1 0-1-110-1-11T2 T3 T2 B1 W4 W3 W2 W1 W2 W3 W4T1 T1 B2 A B C D E F G H L K J I M N O P 5x8 5x8 4x5 5x8 4x5 5x8 1.5x4 3x4 1.5x4 4x5 6-6-0 6-6-0 13-0-1 6-6-0 14-11-15 1-11-14 21-6-0 6-6-0 28-0-0 6-6-0 -1-6-0 1-6-0 6-6-0 6-6-0 13-0-1 6-6-0 14-11-15 1-11-14 21-6-0 6-6-0 28-0-0 6-6-0 29-6-0 1-6-0 0-4-36-8-86-10-37-6-150-4-36-8-86.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-3-4], [D:0-4-0,0-1-15], [F:0-4-0,0-3-4], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.48 0.41 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.19 0.08 0.06 (loc) K K-L G K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 137 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 3-11-4 oc purlins, except 2-0-0 oc purlins (5-4-9 max.): D-E. 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)B=1501/0-3-8 (min. 0-1-10), G=1501/0-3-8 (min. 0-1-10) Max Horz B=139(LC 11) Max UpliftB=-280(LC 12), G=-280(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-2473/403, C-M=-2361/426, C-N=-1755/343, D-N=-1620/364, D-E=-1449/367, E-O=-1614/363, F-O=-1747/342, F-P=-2360/425, G-P=-2472/403 BOT CHORD B-L=-278/2097, K-L=-280/2094, J-K=-121/1446, I-J=-299/2093, G-I=-298/2096 WEBS C-K=-738/194, D-K=-55/391, D-J=-255/269, E-J=-64/398, F-J=-741/195 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-13 to 1-5-3, Interior(1) 1-5-3 to 13-0-1, Exterior(2E) 13-0-1 to 14-11-15, Exterior(2R) 14-11-15 to 19-2-14, Interior(1) 19-2-14 to 29-6-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=280, G=280. 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 21-080896T Truss D1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:50 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-db74W7a1oYo9AJcT8II_yj6Ze8B_5mO3XlrIzuypHv7 Scale = 1:44.5 0-1-110-1-11T1 T2 T1 B1 ST5ST5 ST4 ST3 ST2 ST1 ST5 ST4 ST3 ST2 B1 ST1 A B C D E F G H I J K L M N O P Q AB AA Z Y X W V U T S R AC AD AE AF 3x4 3x4 3x4 5x6 3x4 23-10-0 23-10-0 -1-6-0 1-6-0 9-4-2 9-4-2 14-5-14 5-1-11 23-10-0 9-4-2 25-4-0 1-6-0 0-5-115-9-65-11-16-7-150-5-115-9-67.00 12 Plate Offsets (X,Y)-- [G:0-2-0,Edge], [K:0-2-0,Edge], [W:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.15 0.07 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.02 0.00 (loc) Q Q P l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): G-K. 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 23-10-0. (lb) - Max Horz B=-140(LC 10) Max Uplift All uplift 100 lb or less at joint(s) B, W, X, Y, Z, AA, AB, V, U, T, S, P, R Max Grav All reactions 250 lb or less at joint(s) W, X, Y, Z, AA, AB, V, U, T, S, R except B=290(LC 1), P=290(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=2ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-6-14 to 1-5-2, Exterior(2N) 1-5-2 to 9-4-2, Corner(3R) 9-4-2 to 12-4-2, Exterior(2N) 12-4-2 to 14-5-14, Corner(3R) 14-5-14 to 17-5-14, Exterior(2N) 17-5-14 to 25-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) B, W, X, Y, Z, AA, AB , V, U, T, S, P, R. 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. LOAD CASE(S) Standard Job 21-080896T Truss D2 Truss Type Common Qty 6 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:52 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-Z_FqxpcHK92tPdmsFiKS18BrxxnZZf?M_3KO1mypHv5 Scale = 1:45.6 T1 T1 B1 W1 W2 W1 W2 B2 A B C D E F G I H J K L M 5x6 3x6 5x8 1.5x4 3x4 1.5x4 3x6 7-11-5 7-11-5 15-10-11 7-11-5 23-10-0 7-11-5 -1-6-0 1-6-0 5-11-8 5-11-8 11-11-0 5-11-8 17-10-8 5-11-8 23-10-0 5-11-8 25-4-0 1-6-0 0-5-117-5-18-2-00-5-117.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1], [F:0-0-0,0-0-1], [H:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.42 0.44 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.20 0.04 0.03 (loc) H-I H-I F I l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E *Except* W2: 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-8-1 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)B=1298/0-3-8 (min. 0-1-8), F=1298/0-3-8 (min. 0-1-8) Max Horz B=-175(LC 10) Max UpliftB=-249(LC 12), F=-249(LC 12) Max Grav B=1307(LC 17), F=1307(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-1804/306, C-J=-1611/323, D-J=-1498/336, D-K=-1498/336, E-K=-1611/323, E-F=-1805/306 BOT CHORD B-I=-166/1572, I-L=-26/1027, L-M=-26/1027, H-M=-26/1027, F-H=-175/1446 WEBS D-H=-113/711, E-H=-445/188, D-I=-113/711, C-I=-445/188 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 11-11-0, Exterior(2R) 11-11-0 to 14-11-0, Interior(1) 14-11-0 to 25-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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 = 7.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) B=249, F=249. 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 21-080896T Truss D2A Truss Type Common Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:53 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-1ApD89cv5TAk1nK2pQrhZMj1_L9bI3rVDj3yaCypHv4 Scale = 1:44.5 0-1-110-1-11T1 T2 T1 B1 W4 W3 W2 W1 W2 W3 W4 B2 A B C D E F G H L K J I M N O P 5x8 5x6 3x6 5x8 3x6 1.5x4 3x4 3x6 1.5x4 3x6 5-6-6 5-6-6 11-0-11 5-6-6 12-9-5 1-8-9 18-3-10 5-6-6 23-10-0 5-6-6 -1-6-0 1-6-0 5-6-6 5-6-6 11-0-11 5-6-6 12-9-5 1-8-9 18-3-10 5-6-6 23-10-0 5-6-6 25-4-0 1-6-0 0-5-116-9-66-11-17-7-150-5-116-9-67.00 12 Plate Offsets (X,Y)-- [B:0-0-0,0-0-1], [D:0-4-0,0-1-11], [E:0-3-2,Edge], [G:0-0-0,0-0-1], [J:0-2-12,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.34 0.26 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.10 0.05 0.03 (loc) K K-L G K l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 4-10-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D-E. 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)B=1298/0-3-8 (min. 0-1-8), G=1298/0-3-8 (min. 0-1-8) Max Horz B=-162(LC 10) Max UpliftB=-249(LC 12), G=-249(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-M=-1834/249, C-M=-1617/271, C-N=-1325/237, D-N=-1197/258, D-E=-1033/258, E-O=-1188/256, F-O=-1316/235, F-P=-1616/271, G-P=-1833/249 BOT CHORD B-L=-129/1459, K-L=-129/1459, J-K=-29/1037, I-J=-129/1458, G-I=-129/1458 WEBS C-K=-511/136, D-K=-44/310, E-J=-62/351, F-J=-520/138 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 11-0-11, Exterior(2E) 11-0-11 to 12-9-5, Exterior(2R) 12-9-5 to 17-0-3, Interior(1) 17-0-3 to 25-4-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 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) except (jt=lb) B=249, G=249. 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 21-080896T Truss D3 Truss Type Common Girder Qty 1 Ply 2 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:56 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-SlULnAfnNOZJuE3dUYPOB_LRUZ39VJfyvhIcAXypHv1 Scale = 1:48.9 T1 T1 B1 W1 W2 W3 W4 W1 W2W3 W4 B2 HW1 HW2A B C D E F G K J I HLMNOPQRS T U6x16 9x12 MT18HS 6x16 10x16 12x14 5x8 8x12 1.5x4 5x8 8x12 1.5x4 Special Special Special Special Special Special Special Special Special Special Special 4-9-3 4-9-3 9-6-6 4-9-3 14-3-10 4-9-3 19-0-13 4-9-3 23-10-0 4-9-3 3-11-11 3-11-11 7-11-5 3-11-11 11-11-0 3-11-11 15-10-11 3-11-11 19-10-5 3-11-11 23-10-0 3-11-11 0-5-117-5-10-5-117.00 12 Plate Offsets (X,Y)-- [A:Edge,0-3-1], [G:Edge,0-3-1], [H:0-6-0,0-5-8], [J:0-8-0,0-6-0], [K:0-6-0,0-5-8] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.77 0.78 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.36 0.08 0.12 (loc) H-I H-I G H-I l/defl >999 >780 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 317 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x8 DF 1950F 1.7E or 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x6 DF SS or 1800F 1.6E , Right: 2x6 DF SS or 1800F 1.6E BRACING- TOP CHORD Sheathed or 2-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=8721/0-3-8 (req. 0-4-10), G=8927/0-3-8 (req. 0-4-12) Max Horz A=-154(LC 25) Max UpliftA=-1407(LC 8), G=-1440(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-14499/2346, B-C=-14337/2376, C-D=-11311/1927, D-E=-11347/1933, E-F=-14438/2393, F-G=-14601/2363 BOT CHORD A-L=-1963/12343, L-M=-1963/12343, K-M=-1963/12343, K-N=-1597/10310, N-O=-1597/10310, J-O=-1597/10310, J-P=-1156/7831, P-Q=-1156/7831, I-Q=-1156/7831, I-R=-1604/10353, R-S=-1604/10353, H-S=-1604/10353, H-T=-1977/12431, T-U=-1977/12431, G-U=-1977/12431 WEBS D-I=-984/5866, E-I=-1939/398, E-H=-615/3695, F-H=-253/203, D-J=-968/5769, C-J=-1905/393, C-K=-602/3616, B-K=-253/204 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) WARNING: Required bearing size at joint(s) A, G greater than input bearing size. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) A=1407, G=1440. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 21-080896T Truss D3 Truss Type Common Girder Qty 1 Ply 2 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:57 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-wx2j_WgQ8ihAWOep2GwdkCucEyPOEmu58K19j_ypHv0 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1396 lb down and 232 lb up at 2-0-12, 1396 lb down and 232 lb up at 4-0-12, 1396 lb down and 232 lb up at 6-0-12, 1396 lb down and 232 lb up at 8-0-12, 1396 lb down and 232 lb up at 10-0-12, 1396 lb down and 232 lb up at 12-0-12, 1396 lb down and 232 lb up at 14-0-12, 1396 lb down and 232 lb up at 16-0-12, 1396 lb down and 232 lb up at 18-0-12, and 1388 lb down and 231 lb up at 20-0-12, and 1388 lb down and 231 lb up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-D=-84, D-G=-84, A-G=-14 Concentrated Loads (lb) Vert: I=-1396(F) L=-1396(F) M=-1396(F) N=-1396(F) O=-1396(F) P=-1396(F) Q=-1396(F) R=-1396(F) S=-1396(F) T=-1388(F) U=-1388(F) Job 21-080896T Truss E1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:57 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-wx2j_WgQ8ihAWOep2GwdkCulmyakEwn58K19j_ypHv0 Scale = 1:22.1 0-1-110-1-11T1 T2 T1 B1 W2 W2W1W1 ST2 ST1 ST1 A B C D E FIH G O P Q R 5x8 5x8 3x4 3x4 3x4 1-0-0 1-0-0 1-1-12 0-1-12 3-4-12 2-3-0 5-1-4 1-8-8 6-9-12 1-8-8 9-0-12 2-3-0 9-2-8 0-1-12 10-2-8 1-0-0 -1-6-0 1-6-0 3-4-12 3-4-12 6-9-12 3-5-0 10-2-8 3-4-12 11-8-8 1-6-0 0-5-112-3-122-5-73-2-50-5-112-3-127.00 12 Plate Offsets (X,Y)-- [C:0-4-0,0-1-11], [D:0-4-0,0-1-11], [H:0-2-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.22 0.12 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) H H G H l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 55 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 10-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): C-D. 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)I=632/0-3-8 (min. 0-1-8), G=632/0-3-8 (min. 0-1-8) Max Horz I=-62(LC 10) Max UpliftI=-163(LC 12), G=-140(LC 12) Max Grav I=634(LC 23), G=634(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-P=-318/324, C-P=-309/455, D-Q=-308/455, E-Q=-317/324 BOT CHORD B-I=-341/364, E-G=-341/363 WEBS C-I=-747/372, D-G=-747/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 3-4-12, Exterior(2E) 3-4-12 to 6-9-12, Exterior(2R) 6-9-12 to 11-0-10, Interior(1) 11-0-10 to 11-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) I=163, G=140. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 21-080896T Truss E2 Truss Type Common Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:39:59 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-sKAUPChggJxulioC9hy5pdz0imB9is8ObeWGnsypHv_ Scale = 1:22.1 T1 T1 B1 HW1 HW1 A B C D E 3x4 4x5 4x12 4x5 4x12 1-0-0 1-0-0 1-1-12 0-1-12 9-0-12 7-11-0 9-2-8 0-1-12 10-2-8 1-0-0 -1-6-0 1-6-0 5-1-4 5-1-4 10-2-8 5-1-4 11-8-8 1-6-0 0-5-113-5-64-2-40-5-117.00 12 Plate Offsets (X,Y)-- [B:0-1-10,Edge], [B:0-0-15,0-1-9], [C:0-2-0,Edge], [D:0-0-15,0-1-9], [D:0-1-10,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.38 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.36 0.00 -0.05 (loc) B-D B-D D B-D l/defl >582 >333 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E WEDGE Left: 2x10 DF 1950F 1.7E or SS , Right: 2x10 DF 1950F 1.7E or SS BRACING- TOP CHORD Sheathed 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)B=630/0-3-8 (min. 0-1-8), D=630/0-3-8 (min. 0-1-8) Max Horz B=-86(LC 10) Max UpliftB=-145(LC 12), D=-145(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B-C=-518/166, C-D=-518/166 BOT CHORD B-D=-16/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-6-14 to 1-5-2, Interior(1) 1-5-2 to 5-1-4, Exterior(2R) 5-1-4 to 8-1-4, Interior(1) 8-1-4 to 11-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) B=145, D=145. 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 21-080896T Truss LG1 Truss Type Lay-In Gable Qty 5 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:00 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-KWksdYiIRd3lNsNOjOTKMqWIRAc2RIBXqIGqIJypHuz Scale: 3/8"=1' T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 8-10-11 8-10-11 4-5-5 4-5-5 8-10-11 4-5-5 4-11-1013.42 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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-P 0.07 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 8-10-11. (lb) - Max Horz A=-123(LC 10) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-142(LC 12), F=-142(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=272(LC 17), F=272(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-15 to 3-3-15, Interior(1) 3-3-15 to 4-5-5, Exterior(2R) 4-5-5 to 7-5-5, Interior(1) 7-5-5 to 8-6-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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) A, E except (jt=lb) H=142, F=142. 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 21-080896T Truss LG2 Truss Type Lay-In Gable Qty 2 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:01 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-oiIEqujwCwBc_0ybH5_Zu23UHayMAkLh2y?NrlypHuy Scale = 1:32.6 T1 T1 B1 ST2 ST1 ST1 A B C D E H G F2x4 4x5 2x4 1.5x4 1.5x4 1.5x4 1.5x4 1.5x4 7-7-6 7-7-6 3-9-11 3-9-11 7-7-6 3-9-11 4-11-1015.65 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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-P 0.06 0.01 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - E l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed 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 7-7-6. (lb) - Max Horz A=134(LC 11) Max Uplift All uplift 100 lb or less at joint(s) A, E except H=-155(LC 12), F=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) A, E, G except H=256(LC 17), F=256(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-9 to 3-3-9, Interior(1) 3-3-9 to 3-9-11, Exterior(2R) 3-9-11 to 6-9-11, Interior(1) 6-9-11 to 7-3-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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) A, E except (jt=lb) H=155, F=155. 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 21-080896T Truss LG3 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:02 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-Gvsc1EjYzEJSc9XnrpVoRFbdkzIEvCQqHclwNBypHux Scale = 1:25.8 T1 T1 B1 ST1 A B C D2x4 4x5 2x4 1.5x4 5-10-11 5-10-11 2-11-6 2-11-6 5-10-11 2-11-6 3-10-215.65 12 LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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-P 0.14 0.04 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - C l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 5-10-11 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)A=179/5-10-11 (min. 0-1-8), C=179/5-10-11 (min. 0-1-8), D=162/5-10-11 (min. 0-1-8) Max Horz A=101(LC 11) Max UpliftA=-45(LC 12), C=-45(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) 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=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 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) A, C. 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 21-080896T Truss M1 Truss Type Monopitch Girder Qty 1 Ply 2 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:04 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-DHzNSwlpVrZArTg9yEYHWghxfnpjNxH7lwE1R4ypHuv Scale = 1:39.4 T1 W1 B1 W5 W4 W3 W2 A B C D G F E H I J 3x8 1.5x4 4x5 3x8 4x12 7x10 5x8 Special Special Special Special Special Special 4-2-0 4-2-0 8-4-0 4-2-0 12-6-0 4-2-0 4-2-0 4-2-0 8-4-0 4-2-0 12-6-0 4-2-0 0-4-36-7-36.00 12 Plate Offsets (X,Y)-- [A:0-2-10,0-1-8], [F:0-5-0,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.31 0.68 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.12 0.03 0.04 (loc) F-G F-G E F-G l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 148 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x6 DF 1800F 1.6E or 2x6 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BRACING- TOP CHORD Sheathed or 5-0-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size)A=4173/0-5-8 (min. 0-2-4), E=5340/0-5-8 (min. 0-2-14) Max Horz A=238(LC 20) Max UpliftA=-662(LC 8), E=-871(LC 8) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A-B=-7321/1162, B-C=-3809/628 BOT CHORD A-H=-1066/6460, G-H=-1066/6460, G-I=-1066/6460, F-I=-1066/6460, F-J=-573/3346, E-J=-573/3346 WEBS B-G=-423/2844, B-F=-3466/599, C-F=-745/4685, C-E=-4763/823 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 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 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) except (jt=lb) A=662, E=871. 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) 1396 lb down and 232 lb up at 2-0-12, 1396 lb down and 232 lb up at 4-0-12, 1396 lb down and 232 lb up at 6-0-12, 1396 lb down and 232 lb up at 8-0-12, and 1396 lb down and 232 lb up at 10-0-12, and 1344 lb down and 220 lb up at 12-4-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 21-080896T Truss M1 Truss Type Monopitch Girder Qty 1 Ply 2 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:04 2021 Page 2 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-DHzNSwlpVrZArTg9yEYHWghxfnpjNxH7lwE1R4ypHuv LOAD CASE(S) Standard Uniform Loads (plf) Vert: A-D=-84, A-E=-14 Concentrated Loads (lb) Vert: E=-1344(F) G=-1396(F) F=-1396(F) H=-1396(F) I=-1396(F) J=-1396(F) Job 21-080896T Truss V1 Truss Type GABLE Qty 1 Ply 1 KEVIN LARSEN - 1800 SQFT SPEC Job Reference (optional) 8.420 s Jun 17 2021 MiTek Industries, Inc. Tue Aug 10 08:40:05 2021 Page 1 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 ID:sLDFHEjA48EP?HIdoY?DNoyLwiy-hUXlgFmRG9h1TdFMWx3W3uD9yBJe6YPGzaza_WypHuu Scale = 1:38.8 0-1-110-1-11T1 T2 T1 B1 ST4ST4 ST3 ST2 ST1 B1 ST4 ST3 ST2 ST1 A B C D E F G H I J K L M V U T S R Q P O N W X Y Z 3x4 3x4 3x4 3x4 5x6 23-2-10 23-2-10 9-0-8 9-0-8 14-2-2 5-1-11 23-2-10 9-0-8 0-0-45-1-95-3-40-0-45-1-97.00 12 Plate Offsets (X,Y)-- [E:0-2-0,Edge], [I:0-2-0,Edge], [R:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 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 0.08 0.06 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - M l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 106 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Sheathed or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): E-I. 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 23-2-10. (lb) - Max Horz A=-108(LC 10) Max Uplift All uplift 100 lb or less at joint(s) R, S, T, U, V, Q, P, O, N Max Grav All reactions 250 lb or less at joint(s) A, M, R, S, T, U, Q, P, O except V=308(LC 23), N=308(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-8 to 3-7-5, Interior(1) 3-7-5 to 9-0-8, Exterior(2R) 9-0-8 to 13-3-6, Interior(1) 13-3-6 to 14-2-2, Exterior(2R) 14-2-2 to 18-5-1, Interior(1) 18-5-1 to 22-8-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) R, S, T, U, V, Q, P, O, N. 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