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HomeMy WebLinkAboutTRUSS SPECS - 21-00055 - 941 Oak Hill Way - New SFRJob 202257 Truss A01B Truss Type Roof Special Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:28 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-GK2hp66z8f17YXuKeNbY09pubXkM3d5qntCNQcyCcpr Scale = 1:72.6 T1 T2 T3B1B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 T4 B41 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 4x6 6x8 5x6 3x5 4x6 6x10 5x8 3x6 1.5x4 1.5x4 1.5x4 4x5 4x12 3x4 1.5x4 9-10-12 9-10-12 19-4-0 9-5-4 27-1-5 7-9-5 28-0-0 0-10-11 33-6-3 5-6-3 41-0-0 7-5-13 -1-4-0 1-4-0 5-10-2 5-10-2 11-2-1 5-3-15 16-6-0 5-3-15 19-4-0 2-10-0 23-2-11 3-10-11 27-1-5 3-10-11 33-6-3 6-4-13 41-0-0 7-5-13 0- 4 - 5 3- 9 - 8 9- 1 1 - 1 3 10 - 8 - 1 4 0- 3 - 1 4 2- 9 - 0 7.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-13], [11:0-3-4,Edge], [14:0-3-4,0-1-12], [15:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.69 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.55 0.22 0.09 (loc) 16 15-16 14 16 l/defl >999 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 202 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15, 8-14, 10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=307/0-3-8 (min. 0-1-8), 2=1310/0-5-8 (min. 0-1-8), 14=2740/0-5-8 (min. 0-2-15) Max Horz2=-208(LC 10) Max Uplift11=-50(LC 9), 2=-80(LC 12), 14=-111(LC 13) Max Grav11=602(LC 35), 2=1434(LC 19), 14=2740(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-3635/625, 3-17=-3546/646, 3-18=-3029/433, 4-18=-2790/445, 4-5=-3483/730, 5-6=-3282/750, 6-7=-797/347, 7-19=-635/250, 19-20=-684/243, 8-20=-792/236, 8-9=-287/1878, 9-10=-322/1663, 10-21=-746/605, 11-21=-866/568 BOT CHORD 2-16=-494/3164, 15-16=0/746, 14-15=-335/234, 13-14=-550/746, 12-13=-550/746, 11-12=-550/746 WEBS 3-16=-543/287, 4-16=-963/371, 6-16=-532/3102, 6-15=-803/92, 7-15=-482/166, 8-15=-101/959, 8-14=-2708/560, 9-14=0/285, 10-14=-2151/386, 10-12=0/293 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-9-3, Interior(1) 2-9-3 to 12-4-13, Exterior(2R) 12-4-13 to 20-7-3, Interior(1) 20-7-3 to 36-9-1, Exterior(2E) 36-9-1 to 40-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 2 except (jt=lb) 14=111. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss A01E Truss Type Roof Special Supported Gable Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:30 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-CiASEo7DgHHqoq2ilod05auQnLakXgS7FBhUVVyCcpp Scale = 1:71.7 T1 T2 T3 B1 ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10ST11ST12ST13 ST14 ST15ST16ST17ST18ST19ST20ST21 ST22 ST23 ST24 ST25 ST26ST27 T4 B2B31 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 63 62 61 60 59 58 57 56 55 54 53 52 51 50 4948 47 46 45 44 43 42 41 40 39 38 37 36 35 64 65 3x6 3x6 3x6 3x5 3x6 3x6 3x5 41-0-0 41-0-0 -1-4-0 1-4-0 16-6-0 16-6-0 27-1-5 10-7-5 41-0-0 13-10-11 42-4-0 1-4-0 0- 4 - 5 3- 9 - 8 9- 1 1 - 1 3 10 - 8 - 1 4 0- 3 - 1 4 7.00 12 3.00 12 Plate Offsets (X,Y)-- [15:0-3-0,Edge], [45:0-2-4,0-1-8], [52:0-2-4,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.15 0.06 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.01 (loc) 34 34 33 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 287 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST4,ST5,ST6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 17-50, 16-51, 14-53, 13-54 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 41-0-0. (lb) - Max Horz2=-212(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 49, 50, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 33 Max Grav All reactions 250 lb or less at joint(s) 49, 50, 51, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36 except 2=264(LC 19), 35=497(LC 35), 33=348(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-14=-106/292, 14-15=-92/263, 16-17=-108/300 WEBS 32-35=-395/96 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 2-9-3, Exterior(2N) 2-9-3 to 12-4-13, Corner(3R) 12-4-13 to 20-7-3, Exterior(2N) 20-7-3 to 38-2-13, Corner(3E) 38-2-13 to 42-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 49, 50, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 48, 47, 46, 44, 43, 42, 41, 40, 39, 38, 37, 36, 35, 33. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss B01D Truss Type Roof Special Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:31 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-gvjqR88sRaPhP_dvJV8FdnRR_lqdGzPHTrR11xyCcpo Scale = 1:51.9 T1 T2 B1 B2 B3 W1 W2 W3 W4 W5T3 T4 SB1 1 2 3 4 5 6 7 10 9 8 11 12 13 14 5x8 WB 5x6 4x8 3x4 5x10 5x6 3x4 3x5 1.5x4 3x4 7-2-13 7-2-13 12-11-12 5-8-15 13-1-8 0-1-12 20-4-0 7-2-8 28-0-0 7-8-0 7-2-13 7-2-13 14-0-0 6-9-3 20-8-15 6-8-15 28-0-0 7-3-1 0- 4 - 5 8- 6 - 5 0- 4 - 5 2- 1 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [9:0-6-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.34 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.19 0.04 0.05 (loc) 7-8 7-8 7 7-8 l/defl >999 >911 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 No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W5: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-9, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=251/0-5-8 (min. 0-1-8), 9=2222/0-3-8 (min. 0-2-6), 7=392/0-5-8 (min. 0-1-8) Max Horz1=-173(LC 8) Max Uplift1=-112(LC 19), 9=-44(LC 13), 7=-41(LC 13) Max Grav1=472(LC 18), 9=2222(LC 1), 7=428(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-513/584, 2-11=0/838, 11-12=0/842, 3-12=0/893, 3-4=0/946, 4-13=0/922, 5-13=0/718, 5-14=0/640, 6-14=0/526, 6-7=-653/68 BOT CHORD 1-10=-437/337, 9-10=-437/337, 8-9=0/596, 7-8=0/501 WEBS 2-10=0/291, 2-9=-942/189, 4-9=-1336/145, 6-9=-1344/161, 6-8=0/472 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 24-9-4, Exterior(2E) 24-9-4 to 27-9-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 9, 7 except (jt=lb) 1=112. 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 202257 Truss B01E Truss Type Common Supported Gable Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:32 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-85HCfU9UBuXY18C5tDfUA?_nV9FP?a9QiVAbaOyCcpn Scale = 1:61.1 T1 T2 EV2B1 ST1ST2ST3ST4ST5ST6ST7ST8ST9ST10 ST11 ST12 ST13 ST14 ST15 ST16 ST17 ST18 ST19 ST20 ST21 ST22 T3 T4 B2B3 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 16 17 18 19 20 21 22 23 24 2526 27 52 51 50 49 48 47 46 45 44 43 4241 40 39 38 37 36 35 34 33 32 31 30 29 28 53 3x6 3x6 3x6 3x5 3x4 3x6 3x6 32-6-0 32-6-0 16-6-0 16-6-0 32-6-0 16-0-0 0- 4 - 5 9- 1 1 - 1 3 0- 7 - 1 3 7.00 12 Plate Offsets (X,Y)-- [14:0-3-0,Edge], [27:0-3-4,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.07 0.05 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 28 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud OTHERS 2x4 DF Stud *Except* ST1,ST2,ST3,ST12,ST13,ST14: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-42, 12-43, 15-40, 16-39 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 32-6-0. (lb) - Max Horz1=207(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 28, 1, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29 Max Grav All reactions 250 lb or less at joint(s) 28, 1, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 40, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 15-16=-159/254 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) 0-0-0 to 3-5-12, Exterior(2N) 3-5-12 to 13-3-0, Corner(3R) 13-3-0 to 19-8-4, Exterior(2N) 19-8-4 to 29-0-4 , Corner(3E) 29-0-4 to 32-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 28, 1, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 39, 37, 36, 35, 34, 33, 32, 31, 30, 29. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss B01G Truss Type Roof Special Girder Qty 1 Ply 2 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:34 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-5UPz39BkjVnGGSLT_ehyFQ30pymITHjjApfieGyCcpl Scale = 1:54.6 T1 T2 B1 B2 B3W1W2 W3 W4 W5 W6 W7T3 T4 B4 B5 1 2 3 4 5 6 7 8 13 12 11 10 9 14 15 16 17 18 19 20 3x6 4x5 3x6 3x6 7x12 MT18HS 5x6 3x4 5x6 3x10 8x10 4x5 3x4 4-11-11 4-11-11 9-5-14 4-6-2 12-11-12 3-5-14 13-1-8 0-1-12 20-4-0 7-2-8 28-0-0 7-8-0 4-11-11 4-11-11 9-5-14 4-6-2 14-0-0 4-6-2 20-8-15 6-8-15 28-0-0 7-3-1 0- 4 - 5 8- 6 - 5 0- 4 - 5 2- 1 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [3:0-1-0,0-1-8], [10:0-6-8,0-2-0], [12:0-3-8,0-4-12] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.72 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.12 0.02 0.03 (loc) 1-13 1-13 10 1-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT18HS Weight: 297 lb FT = 20% GRIP 220/195 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS *Except* B2,B3: 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 1=4546/0-5-8 (min. 0-2-9), 10=7575/(0-3-8 + bearing block) (req. 0-4-1), 8=5/0-5-8 (min. 0-1-8) Max Horz1=-173(LC 6) Max Uplift1=-270(LC 10), 10=-340(LC 11), 8=-196(LC 16) Max Grav1=4771(LC 16), 10=7575(LC 1), 8=357(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6444/395, 2-14=-2254/321, 3-14=-2059/457, 3-4=0/1702, 4-5=0/1774, 5-6=0/1662, 6-15=-1/1380, 7-15=-12/1266, 7-8=-382/1356 BOT CHORD 1-16=-484/5474, 16-17=-484/5474, 13-17=-484/5474, 13-18=-484/5474, 18-19=-484/5474, 12-19=-484/5474, 12-20=-434/1871, 11-20=-434/1871, 10-11=-437/1819, 9-10=-1265/320, 8-9=-1145/257 WEBS 2-13=-163/4066, 2-12=-4294/289, 3-12=-294/5725, 3-10=-5476/375, 5-10=-2123/69, 7-10=-991/404, 7-9=-527/327 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) 2x6 DF SS bearing block 12" long at jt. 10 attached to each face with 3 rows of 10d (0.131"x3") nails spaced 3" o.c. 12 Total fasteners per block. Bearing is assumed to be DF No.2. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 6) Unbalanced snow loads have been considered for this design. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=270, 10=340, 8=196. 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. Continued on page 2 Job 202257 Truss B01G Truss Type Roof Special Girder Qty 1 Ply 2 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:34 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-5UPz39BkjVnGGSLT_ehyFQ30pymITHjjApfieGyCcpl NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1544 lb down and 91 lb up at 1-6-12, 1544 lb down and 91 lb up at 3-6-12 , 1544 lb down and 91 lb up at 5-6-12, 1544 lb down and 91 lb up at 7-6-12, and 1544 lb down and 91 lb up at 9-6-12, and 1544 lb down and 91 lb up at 11-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-84, 5-8=-84, 1-10=-20, 9-10=-20, 8-9=-20 Concentrated Loads (lb) Vert: 12=-1544(F) 16=-1544(F) 17=-1544(F) 18=-1544(F) 19=-1544(F) 20=-1544(F) Job 202257 Truss C01A Truss Type Common Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:35 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-ZgzLHVBMUpw7ubwgYLDBodcBBM9oCrksOTPFAiyCcpk Scale = 1:57.6 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 HW2 T3 B2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 2x4 5x6 3x6 3x6 4x8 1.5x4 3x4 2x4 3x5 4x6 3x4 10-0-13 10-0-13 18-1-4 8-0-7 18-4-0 0-2-12 20-9-15 2-5-15 4-10-0 4-10-0 10-0-13 5-2-13 15-3-10 5-2-13 20-9-15 5-6-5 7- 2 - 0 9- 1 1 - 1 3 0- 7 - 1 3 7.00 12 Plate Offsets (X,Y)-- [6:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.51 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.01 0.04 (loc) 10-11 10-11 8 10-11 l/defl >999 >526 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W1,WCL2: 2x4 DF No.2 SLIDER Right 2x4 DF Stud -œ 1-8-4 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=1230/0-5-8 (min. 0-1-8), 11=921/Mechanical Max Horz11=-281(LC 8) Max Uplift8=-58(LC 13), 11=-59(LC 13) Max Grav8=1319(LC 19), 11=921(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-908/281, 3-13=-1101/268, 3-14=-775/159, 4-14=-809/157, 4-5=-1009/139, 5-6=-133/384, 1-11=-321/161 BOT CHORD 10-11=-32/365, 9-10=-26/679, 8-9=-26/679 WEBS 2-10=-135/881, 3-10=-646/197, 5-8=-1416/291, 2-11=-813/100 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 7-10-0, Interior(1) 7-10-0 to 17-9-15, Exterior(2E) 17-9-15 to 20-9-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss D01B Truss Type Roof Special Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:36 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-1sXjUrC_F72_WlVs63kQKr8IamQixBB0d78oj9yCcpj Scale = 1:67.0 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 T4 B2B3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 3x6 5x6 3x6 3x6 3x5 1.5x4 7x8 5x6 1.5x4 4x8 3x4 3x4 1.5x4 3x10 3x10 MT20HS 5-9-7 5-9-7 13-7-12 7-10-5 20-9-14 7-2-3 28-0-1 7-2-3 36-0-0 7-11-15 5-9-7 5-9-7 11-3-0 5-5-9 13-7-12 2-4-12 19-0-6 5-4-10 24-5-0 5-4-10 29-9-10 5-4-10 36-0-0 6-2-6 0- 4 - 1 3 7- 9 - 6 9- 9 - 5 0- 3 - 1 5 10.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-10], [9:0-5-2,0-1-8], [12:0-3-2,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.86 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.54 0.13 0.15 (loc) 10-12 10-12 9 12 l/defl >999 >795 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 185 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-14 oc bracing. WEBS 1 Row at midpt 2-14, 4-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1857/0-3-8 (min. 0-2-0), 9=1857/0-3-8 (min. 0-2-0) Max Horz1=-207(LC 8) Max Uplift1=-58(LC 13), 9=-112(LC 13) Max Grav1=1857(LC 1), 9=1887(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-2617/546, 2-16=-2338/563, 2-17=-2059/526, 3-17=-1929/552, 3-4=-2787/775, 4-18=-3683/907, 5-18=-3795/900, 5-19=-3420/753, 6-19=-3519/740, 6-7=-4532/923, 7-8=-4615/910, 8-20=-4871/996, 9-20=-4970/987 BOT CHORD 1-15=-329/1874, 14-15=-329/1874, 13-14=-278/2174, 12-13=-278/2174, 11-12=-669/3831, 10-11=-669/3831, 9-10=-882/4626 WEBS 2-15=0/282, 2-14=-678/271, 3-14=-694/2738, 4-14=-2389/628, 4-12=-435/2142, 5-12=-798/234, 6-12=-870/241, 6-10=-100/702, 8-10=-469/214 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 7-7-13, Exterior(2R) 7-7-13 to 11-3-0, Exterior(2E) 11-3-0 to 13-7-12, Interior(1) 13-7-12 to 32-3-1, Exterior(2E) 32-3-1 to 35-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=112. 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 202257 Truss D01S Truss Type GABLE Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:37 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-V355iBDc0QAr7v42gmFft2hUBAr8gfK9snuMFbyCcpi Scale = 1:72.7 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 T4 T5 B2B3 W9 W10 W11 ST16 ST18 ST20 ST23ST24 ST25 ST26 ST27 ST28 ST29 ST30 ST31 ST32 ST33 ST34 1 2 3 4 5 6 7 8 9 10 11 26 25 24 23 22 21 20 19 18 17 16 1514 13 12 47 48 49 50 51 52 4x6 5x6 3x6 3x5 3x6 3x5 4x8 5x6 4x10 3x6 3x6 3x6 3x5 5-9-7 5-9-7 13-7-12 7-10-5 20-9-14 7-2-3 22-6-0 1-8-2 28-0-1 5-6-1 36-0-0 7-11-15 -1-4-0 1-4-0 5-9-7 5-9-7 11-3-0 5-5-9 13-7-12 2-4-12 20-9-14 7-2-3 28-0-1 7-2-3 36-0-0 7-11-15 37-4-0 1-4-0 0- 4 - 1 3 7- 9 - 6 9- 9 - 5 10 - 1 0 - 6 0- 3 - 1 5 10.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-3-1,0-1-8], [6:0-0-8,0-1-4], [8:0-2-14,Edge], [10:0-0-14,Edge], [28:0-0-3,0-1-1], [37:0-1-12,0-1-0], [39:0-1-12,0-1-0], [41:0-1-12,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.72 0.52 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.20 0.03 0.05 (loc) 23-25 23-25 21 23-25 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W6,W8,W10,W11: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-26,25-26,23-25. WEBS 1 Row at midpt 3-25, 6-23 REACTIONS.All bearings 13-9-8 except (jt=length) 2=0-3-8. (lb) - Max Horz2=-213(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 10, 12 except 16=-180(LC 13), 21=-118(LC 13), 20=-704(LC 20), 13=-123(LC 35) Max Grav All reactions 250 lb or less at joint(s) 10, 20, 19, 18, 17, 15, 14, 13 except 2=1482(LC 19), 16=1630(LC 20), 21=944(LC 20), 21=908(LC 1), 12=281(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-47=-1856/323, 47-48=-1587/340, 3-48=-1541/341, 3-49=-1262/330, 4-49=-1051/343, 4-5=-1048/355, 5-6=-1578/509, 6-50=-1120/352, 7-50=-1280/344, 7-51=-1056/254, 8-51=-1139/245, 8-9=-1230/238, 9-52=-73/455, 10-52=-83/306 BOT CHORD 2-26=-125/1312, 25-26=-125/1312, 24-25=-39/1158, 23-24=-39/1158, 22-23=-330/159, 21-22=-330/159, 20-21=-330/159, 19-20=-330/159, 18-19=-330/159, 17-18=-330/159, 16-17=-330/159, 15-16=-330/159, 14-15=-330/159, 13-14=-330/159, 12-13=-330/159, 10-12=-330/159 WEBS 3-26=0/268, 3-25=-673/224, 5-25=-403/1421, 6-25=-1076/357, 6-23=-319/108, 7-23=-804/251, 9-23=-218/1497, 9-16=-1620/404 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 7-7-13, Exterior(2R) 7-7-13 to 11-3-0, Exterior(2E) 11-3-0 to 13-7-12, Interior(1) 13-7-12 to 33-8-13, Exterior(2E) 33-8-13 to 37-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10, 12 except (jt=lb) 16=180, 21=118, 20=704, 13=123. 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 202257 Truss D01S Truss Type GABLE Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:37 2020 Page 2 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-V355iBDc0QAr7v42gmFft2hUBAr8gfK9snuMFbyCcpi LOAD CASE(S) Standard Job 202257 Truss E01E Truss Type Common Supported Gable Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:39 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-RRCs7tEtY2QZNDERnBH7yTmzGzdm8l0SJ5NTJUyCcpg Scale = 1:58.8 T1 T2 B1 ST1 ST2 ST3 ST4 ST5 ST6 ST7ST8 ST9 ST10 ST11 ST12 ST13 ST14 ST15 ST16 T3 T4 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 38 39 5x6 3x6 5x6 3x4 5x6 3x4 22-6-0 22-6-0 -1-4-0 1-4-0 11-3-0 11-3-0 22-6-0 11-3-0 23-10-0 1-4-0 0- 4 - 1 3 9- 9 - 5 10 - 1 0 - 6 0- 4 - 1 3 10.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-8], [9:0-3-0,0-1-8], [11:0-3-0,Edge], [18:0-3-0,0-1-8], [20:0-2-1,0-1-8], [26:0-3-0,0-3-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 1-11-4 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.10 0.06 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.01 (loc) 21 21 20 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 178 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr OTHERS 2x4 DF Stud *Except* ST1,ST2,ST9,ST10: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 10-30, 12-29 REACTIONS.All bearings 22-6-0. (lb) - Max Horz2=-212(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20 Max Grav All reactions 250 lb or less at joint(s) 30, 31, 32, 33, 34, 35, 36, 37, 29, 28, 27, 26, 25, 24, 23, 22 except 2=251(LC 1), 20=264(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-37=-97/274, 36-37=-97/274, 35-36=-97/274, 34-35=-97/274, 33-34=-97/274, 32-33=-97/274, 31-32=-97/274, 30-31=-99/277, 29-30=-99/277, 28-29=-99/277, 27-28=-99/277, 26-27=-99/277, 25-26=-99/276, 24-25=-99/276, 23-24=-99/276, 22-23=-91/266, 20-22=-91/266 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 8-3-0, Corner(3R) 8-3-0 to 14-3-0, Exterior(2N) 14-3-0 to 20-10-0, Corner(3E) 20-10-0 to 23-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 31, 32, 33, 34, 35, 36, 37, 28, 27, 26, 25, 24, 23, 22, 20. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss F01G Truss Type Common Girder Qty 1 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:40 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-vemEKDFVJLYQ_NpdLuoMVhJ0dNu7t80bYl60swyCcpf Scale = 1:51.4 T1 T2 B1 W1 W2 EV1 WCL2 T3 1 2 3 4 5 8 6 9 10 11 7 1.5x4 4x6 3x6 4x5 3x5 3x4 1.5x4 3-9-8 3-9-8 7-11-3 4-1-11 15-0-8 7-1-5 1-2-0 1-2-0 7-11-3 6-9-3 15-0-8 7-1-5 7- 1 0 - 2 8- 6 - 5 0- 5 - 3 7.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.44 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 0.00 0.02 (loc) 5-6 5-6 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 96 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x6 DF SS WEBS 2x4 DF No.2 *Except* W2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 2-6, 1-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 0-3-8 except (jt=length) 5=11-3-0, 6=11-3-0. (lb) - Max Horz8=-256(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-151(LC 6), 6=-198(LC 30) Max Grav All reactions 250 lb or less at joint(s) except 8=1290(LC 1), 5=295(LC 1), 6=861(LC 20), 7=1171(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-659/224, 2-8=-378/186 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=151, 6=198. 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. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 905 lb down and 75 lb up at 0-8-12, and 1056 lb down and 86 lb up at 2-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-5=-84, 5-8=-20 Concentrated Loads (lb) Vert: 10=-905(F) 11=-1056(F) Job 202257 Truss B01C Truss Type Roof Special Qty 2 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:41 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-OqKcXYG74fgHcWOqvcJb1ur8cnGkcVAlnOsZOMyCcpe Scale = 1:53.3 T1 T2 B1 B2 B3 W1 W2 W3 W4 W5T3 T4 SB1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 5x8 WB 5x6 4x8 3x4 5x10 5x6 3x4 3x5 1.5x4 3x4 7-2-13 7-2-13 12-10-0 5-7-3 13-1-8 0-3-8 20-4-0 7-2-8 28-0-0 7-8-0 -1-4-0 1-4-0 7-2-13 7-2-13 14-0-0 6-9-3 20-8-15 6-8-15 28-0-0 7-3-1 29-4-0 1-4-0 0- 4 - 5 8- 6 - 5 9- 3 - 6 0- 4 - 5 2- 1 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [11:0-6-8,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.29 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.17 0.04 0.04 (loc) 8-10 8-10 8 8-10 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W1,W5: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-11, 7-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=400/0-5-8 (min. 0-1-8), 11=2188/0-3-8 (min. 0-2-5), 8=539/0-5-8 (min. 0-1-8) Max Horz2=187(LC 11) Max Uplift2=-66(LC 12), 11=-34(LC 12), 8=-72(LC 13) Max Grav2=617(LC 19), 11=2188(LC 1), 8=575(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-507/573, 3-13=0/821, 13-14=0/824, 4-14=0/875, 4-5=0/928, 5-15=0/907, 6-15=0/702, 6-16=0/625, 7-16=0/508, 7-8=-651/79 BOT CHORD 2-12=-429/328, 11-12=-429/328, 10-11=0/585, 8-10=0/492 WEBS 3-12=0/289, 3-11=-919/174, 5-11=-1322/109, 7-11=-1317/127, 7-10=0/458 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-4-0, Exterior(2E) 26-4-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 11, 8. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss A01A Truss Type Roof Special Qty 3 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:42 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-s0u_luHlrzo7Egy0SJrqa6OIKBWYLygu?2b7wpyCcpd Scale = 1:73.6 T1 T2 T3B1B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 T4 B412 3 4 5 6 7 8 9 10 11 12 17 16 15 14 13 18 19 20 21 22 4x6 6x8 5x6 4x6 6x10 5x8 3x6 1.5x4 1.5x4 1.5x4 4x5 4x12 3x4 1.5x4 3x5 9-10-12 9-10-12 19-4-0 9-5-4 27-1-5 7-9-5 28-0-0 0-10-11 33-6-3 5-6-3 41-0-0 7-5-13 -1-4-0 1-4-0 5-10-2 5-10-2 11-2-1 5-3-15 16-6-0 5-3-15 19-4-0 2-10-0 23-2-11 3-10-11 27-1-5 3-10-11 33-6-3 6-4-13 41-0-0 7-5-13 42-4-0 1-4-0 0- 4 - 5 3- 9 - 8 9- 1 1 - 1 3 10 - 8 - 1 4 0- 3 - 1 4 2- 9 - 0 7.00 12 3.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-2-0,0-0-13], [11:0-3-4,Edge], [15:0-3-4,0-1-12], [16:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.70 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.55 0.23 0.09 (loc) 17 16-17 15 17 l/defl >999 >581 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-16, 8-15, 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1311/0-5-8 (min. 0-1-9), 15=2728/0-5-8 (min. 0-2-15), 11=441/0-3-8 (min. 0-1-8) Max Horz2=-212(LC 10) Max Uplift2=-81(LC 12), 15=-106(LC 13), 11=-106(LC 9) Max Grav2=1449(LC 33), 15=2728(LC 1), 11=736(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-3688/622, 3-18=-3599/643, 3-19=-3080/430, 4-19=-2833/442, 4-5=-3547/727, 5-6=-3342/747, 6-7=-799/360, 7-20=-637/263, 20-21=-686/256, 8-21=-794/249, 8-9=-244/1861, 9-10=-284/1649, 10-22=-748/631, 11-22=-845/589 BOT CHORD 2-17=-471/3211, 16-17=0/758, 15-16=-328/237, 14-15=-575/724, 13-14=-575/724, 11-13=-575/724 WEBS 3-17=-542/287, 4-17=-991/371, 6-17=-518/3162, 6-16=-816/83, 7-16=-482/166, 8-16=-87/969, 8-15=-2694/527, 9-15=0/287, 10-15=-2113/326, 10-13=0/292 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-9-3, Interior(1) 2-9-3 to 12-4-13, Exterior(2R) 12-4-13 to 20-7-3, Interior(1) 20-7-3 to 38-2-13, Exterior(2E) 38-2-13 to 42-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 15=106, 11=106. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss B01 Truss Type Roof Special Qty 3 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:43 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-KCSMyEINcGw_rqXC01M36JxRdaqB4Q82EiLgSFyCcpc Scale: 3/16"=1' T1 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW2 T3 T4 SB1 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 16 17 18 5x6 WB 6x8 3x6 3x10 7x10 5x8 5x6 3x4 1.5x4 1.5x4 1.5x4 3x10 1.5x4 3x4 9-10-12 9-10-12 19-4-0 9-5-4 24-6-10 5-2-10 29-9-4 5-2-10 30-0-0 0-2-12 32-5-15 2-5-15 -1-4-0 1-4-0 5-10-2 5-10-2 11-2-1 5-3-15 16-6-0 5-3-15 19-4-0 2-10-0 25-9-3 6-5-4 32-5-15 6-8-12 0- 4 - 5 9- 1 1 - 1 3 10 - 8 - 1 4 0- 7 - 1 3 2- 9 - 0 7.00 12 3.50 12 Plate Offsets (X,Y)-- [2:0-1-0,0-0-4], [10:0-1-10,0-2-4], [14:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.80 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.63 0.29 0.13 (loc) 15 14-15 12 15 l/defl >999 >562 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 173 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4,W5,W6: 2x4 DF No.2 OTHERS 2x4 DF Stud SLIDER Right 2x4 DF Stud -œ 1-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-14, 9-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1667/0-5-8 (min. 0-1-13), 12=1820/0-5-8 (min. 0-1-15) Max Horz2=213(LC 9) Max Uplift2=-94(LC 12), 12=-77(LC 13) Max Grav2=1690(LC 19), 12=1820(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4520/562, 3-16=-3961/407, 4-16=-3744/420, 4-5=-4371/641, 5-17=-4235/647, 6-17=-4183/661, 6-7=-1616/391, 7-18=-1526/290, 8-18=-1526/278, 8-9=-1671/266, 9-10=-104/407 BOT CHORD 2-15=-442/3942, 14-15=-20/1337, 13-14=-83/1304, 12-13=-104/1284 WEBS 3-15=-469/212, 4-15=-874/287, 6-15=-417/3482, 6-14=-157/521, 7-14=-649/176, 9-12=-2154/353 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-11-0, Interior(1) 1-11-0 to 13-3-0, Exterior(2R) 13-3-0 to 19-5-12, Interior(1) 19-5-12 to 29-2-15, Exterior(2E) 29-2-15 to 32-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss D01A Truss Type Roof Special Qty 5 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:44 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-oP0kAaI?Na2rT_6OaktIfXTgD_9EpoNBTM4D?hyCcpb Scale = 1:67.9 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 T4 B2B3 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 3x6 5x6 3x6 3x6 3x5 1.5x4 7x8 5x6 1.5x4 4x8 3x4 3x4 1.5x4 3x10 MT20HS 3x10 5-9-7 5-9-7 13-7-12 7-10-5 20-9-14 7-2-3 28-0-1 7-2-3 36-0-0 7-11-15 5-9-7 5-9-7 11-3-0 5-5-9 13-7-12 2-4-12 19-0-6 5-4-10 24-5-0 5-4-10 29-9-10 5-4-10 36-0-0 6-2-6 37-4-0 1-4-0 0- 4 - 1 3 7- 9 - 6 9- 9 - 5 10 - 2 - 6 0- 3 - 1 5 10.00 12 4.00 12 Plate Offsets (X,Y)-- [1:0-6-0,0-0-10], [9:0-5-2,0-1-8], [13:0-3-2,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.81 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.54 0.13 0.15 (loc) 11-13 11-13 9 11-13 l/defl >999 >794 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 187 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6-12 oc bracing. WEBS 1 Row at midpt 2-15, 4-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1854/0-3-8 (min. 0-2-0), 9=1984/0-3-8 (min. 0-2-2) Max Horz1=-213(LC 8) Max Uplift1=-57(LC 13), 9=-158(LC 9) Max Grav1=1854(LC 1), 9=2014(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-2614/540, 17-18=-2334/556, 2-18=-2303/557, 2-19=-2055/520, 3-19=-1925/546, 3-4=-2781/766, 4-20=-3672/889, 5-20=-3784/883, 5-21=-3410/737, 6-21=-3509/724, 6-7=-4496/868, 7-8=-4579/860, 8-22=-4851/930, 9-22=-4928/915 BOT CHORD 1-16=-298/1871, 15-16=-298/1871, 14-15=-245/2169, 13-14=-245/2169, 12-13=-618/3815, 11-12=-618/3815, 9-11=-788/4583 WEBS 2-16=0/282, 2-15=-702/271, 3-15=-685/2732, 4-15=-2383/619, 4-13=-422/2134, 5-13=-797/232, 6-13=-860/227, 6-11=-61/676, 8-11=-455/188 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-8-15, Interior(1) 3-8-15 to 7-7-13, Exterior(2R) 7-7-13 to 11-3-0, Exterior(2E) 11-3-0 to 13-7-12, Interior(1) 13-7-12 to 33-8-13, Exterior(2E) 33-8-13 to 37-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 9=158. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss A01 Truss Type Roof Special Qty 6 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:45 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-Gba7NwJe8uAi58hb8SOXCk0poOZZYHoLi0qnX7yCcpa Scale = 1:75.5 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 T4 B2B31 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 18 19 20 21 22 3x6 5x6 3x6 3x6 3x4 1.5x4 3x4 3x8 3x4 3x4 4x5 5x6 1.5x4 3x6 3x5 9-4-3 9-4-3 16-6-0 7-1-13 27-1-5 10-7-5 32-9-4 5-7-15 41-0-0 8-2-12 -1-4-0 1-4-0 5-9-11 5-9-11 11-1-14 5-4-2 16-6-0 5-4-2 21-9-11 5-3-11 27-1-5 5-3-11 33-6-3 6-4-13 41-0-0 7-5-13 42-4-0 1-4-0 0- 4 - 5 3- 9 - 8 9- 1 1 - 1 3 10 - 8 - 1 4 0- 3 - 1 4 7.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-3,0-1-8], [10:0-3-4,Edge] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.55 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.51 0.08 0.06 (loc) 14-15 14-15 12 14-15 l/defl >999 >764 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 199 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4,W5,W6: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 10-12. WEBS 1 Row at midpt 4-15, 7-15, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1765/0-5-8 (min. 0-1-15), 12=2407/0-5-8 (min. 0-2-9), 10=309/0-3-8 (min. 0-1-8) Max Horz2=-212(LC 10) Max Uplift2=-93(LC 12), 12=-125(LC 13), 10=-92(LC 9) Max Grav2=1830(LC 19), 12=2407(LC 1), 10=482(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2798/548, 3-18=-2686/570, 3-19=-2456/527, 4-19=-2219/539, 4-5=-1727/474, 5-6=-1555/495, 6-20=-1555/496, 7-20=-1679/476, 7-21=-2028/536, 8-21=-2229/534, 8-9=-138/848, 9-22=-108/613, 10-22=-115/515 BOT CHORD 2-17=-375/2292, 16-17=-226/1915, 15-16=-226/1915, 14-15=-219/1678, 13-14=-240/1844, 12-13=-240/1844, 10-12=-510/172 WEBS 3-17=-379/190, 4-17=-36/436, 4-15=-962/264, 6-15=-295/1162, 7-15=-711/255, 7-14=-26/357, 8-12=-3075/597, 9-12=-935/243 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-9-3, Interior(1) 2-9-3 to 12-4-13, Exterior(2R) 12-4-13 to 20-7-3, Interior(1) 20-7-3 to 38-2-13, Exterior(2E) 38-2-13 to 42-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 10 except (jt=lb) 12=125. 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 202257 Truss D01 Truss Type Roof Special Qty 6 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:46 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-kn7VbGKGuBIZjIGnh9vmkyZ0koriHjbUwgZK3ayCcpZ Scale = 1:69.4 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 W7 W8 W9 T4 T5 B2B31 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 19 20 21 22 23 24 4x6 5x6 3x6 3x6 3x6 3x5 1.5x4 7x8 5x6 1.5x4 4x8 3x4 3x4 1.5x4 3x10 MT20HS 3x10 5-9-7 5-9-7 13-7-12 7-10-5 20-9-14 7-2-3 28-0-1 7-2-3 36-0-0 7-11-15 -1-4-0 1-4-0 5-9-7 5-9-7 11-3-0 5-5-9 13-7-12 2-4-12 19-0-6 5-4-10 24-5-0 5-4-10 29-9-10 5-4-10 36-0-0 6-2-6 37-4-0 1-4-0 0- 4 - 1 3 7- 9 - 6 9- 9 - 5 10 - 1 0 - 6 0- 3 - 1 5 10.00 12 4.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-0-10], [11:0-5-2,0-1-8], [15:0-3-2,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.81 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.54 0.13 0.14 (loc) 13-15 13-15 11 13-15 l/defl >999 >794 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 190 lb FT = 20% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W2,W3,W4,W5: 2x4 DF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing. WEBS 1 Row at midpt 3-17, 6-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1981/0-3-8 (min. 0-2-2), 11=1981/0-3-8 (min. 0-2-2) Max Horz2=-220(LC 10) Max Uplift2=-63(LC 13), 11=-157(LC 9) Max Grav2=1981(LC 1), 11=2013(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-19=-2593/495, 19-20=-2449/512, 3-20=-2282/514, 3-21=-2047/502, 4-21=-1923/516, 4-5=-1915/529, 5-6=-2777/743, 6-22=-3668/870, 7-22=-3780/864, 7-23=-3407/717, 8-23=-3505/704, 8-9=-4493/849, 9-10=-4576/842, 10-24=-4847/912, 11-24=-4925/897 BOT CHORD 2-18=-251/1851, 17-18=-251/1851, 16-17=-228/2166, 15-16=-228/2166, 14-15=-600/3812, 13-14=-600/3812, 11-13=-771/4580 WEBS 3-18=0/280, 3-17=-683/227, 5-17=-653/2727, 6-17=-2382/608, 6-15=-421/2133, 7-15=-797/232, 8-15=-860/227, 8-13=-62/676, 10-13=-455/189 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 2-3-3, Interior(1) 2-3-3 to 7-7-13, Exterior(2R) 7-7-13 to 11-3-0, Exterior(2E) 11-3-0 to 13-7-12, Interior(1) 13-7-12 to 33-8-13, Exterior(2E) 33-8-13 to 37-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except (jt=lb) 11=157. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss F01 Truss Type Scissor Qty 6 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:47 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-C_htocLufVQQKRrzFsQ?H95E6CG00BKd9KJub0yCcpY Scale = 1:50.0 T1 T2 B1 B2 W1 W2 EV1 WCL2 T3 1 2 3 4 5 7 6 8 9 10 3x4 6x8 3x6 3x5 5x6 3x4 1.5x4 7-6-0 7-6-0 15-0-8 7-6-8 1-2-0 1-2-0 7-10-15 6-8-15 15-0-8 7-1-9 7- 1 0 - 2 8- 6 - 5 0- 5 - 3 2- 1 - 4 7.00 12 3.50 12 Plate Offsets (X,Y)-- [5:0-1-8,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.56 0.49 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.24 0.09 0.06 (loc) 5-6 5-6 5 5-6 l/defl >999 >752 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 81 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W2: 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=766/0-3-8 (min. 0-1-8), 5=766/0-4-0 (min. 0-1-8) Max Horz7=-259(LC 8) Max Uplift7=-78(LC 13), 5=-30(LC 13) Max Grav7=770(LC 19), 5=774(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-1543/362, 8-9=-1549/350, 3-9=-1558/349, 3-4=-1717/336, 4-10=-1702/240, 5-10=-1835/223 BOT CHORD 5-6=-139/1536 WEBS 2-6=-284/1702, 4-6=-563/275, 2-7=-854/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 1-2-0, Exterior(2R) 1-2-0 to 4-2-0, Interior(1) 4-2-0 to 11-10-8, Exterior(2E) 11-10-8 to 14-10-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 7, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss B01A Truss Type Roof Special Qty 7 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:48 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-gAFF?yLWQoYHybQApaxEpNeIwbWElh7nO_2R8SyCcpX Scale = 1:63.0 T1 T2 B1 B2 B3 W1 W2 W3 W4 W5 W6 W7 W8 HW2 T3 T4 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x6 6x8 3x6 3x10 7x10 5x8 5x6 3x4 1.5x4 1.5x4 1.5x4 3x10 1.5x4 3x4 9-10-12 9-10-12 19-4-0 9-5-4 24-6-10 5-2-10 29-9-4 5-2-10 30-0-0 0-2-12 32-5-15 2-5-15 5-10-2 5-10-2 11-2-1 5-3-15 16-6-0 5-3-15 19-4-0 2-10-0 25-9-4 6-5-4 32-5-15 6-8-12 0- 4 - 5 9- 1 1 - 1 3 0- 7 - 1 3 2- 9 - 0 7.00 12 3.50 12 Plate Offsets (X,Y)-- [1:0-1-0,0-0-4], [9:0-1-10,0-2-4], [13:0-5-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.87 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.64 0.31 0.14 (loc) 14 13-14 11 1-14 l/defl >999 >560 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 170 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF Stud *Except* W3,W4,W5,W6: 2x4 DF No.2 SLIDER Right 2x4 DF Stud -œ 1-8-2 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=1541/Mechanical, 11=1832/0-5-8 (min. 0-1-15) Max Horz1=204(LC 9) Max Uplift1=-71(LC 12), 11=-77(LC 13) Max Grav1=1564(LC 18), 11=1832(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4689/609, 2-15=-4059/434, 3-15=-3842/447, 3-16=-4462/670, 4-16=-4299/672, 4-5=-4274/684, 5-6=-1627/396, 6-17=-1544/295, 7-17=-1545/283, 7-8=-1689/271, 8-9=-104/407 BOT CHORD 1-14=-491/4117, 13-14=-25/1357, 12-13=-86/1316, 11-12=-107/1296 WEBS 2-14=-553/237, 3-14=-864/282, 5-14=-440/3568, 5-13=-167/515, 6-13=-648/176, 8-11=-2171/358 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-0-12 to 3-3-12, Interior(1) 3-3-12 to 13-3-0, Exterior(2R) 13-3-0 to 19-5-12, Interior(1) 19-5-12 to 29-2-15, Exterior(2E) 29-2-15 to 32-5-15 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 11. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss B01B Truss Type Common Qty 7 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:49 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-9MpdDIM8B6g8al?MNHTTMaBU0?xtUELwceo_gvyCcpW Scale = 1:52.1 T1 T2 B1 W1 W2 W3 W4 T3 T4 B2 SB1 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 5x8 WB 4x6 4x8 3x5 3x6 3x4 1.5x4 3x4 1.5x4 3x5 9-5-14 9-5-14 18-6-2 9-0-5 28-0-0 9-5-14 -1-4-0 1-4-0 7-2-13 7-2-13 14-0-0 6-9-3 20-9-3 6-9-3 28-0-0 7-2-13 29-4-0 1-4-0 0- 4 - 5 8- 6 - 5 9- 3 - 6 0- 4 - 5 7.00 12 LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.53 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.31 0.06 0.06 (loc) 8-10 8-10 8 2-12 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 No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W2,W4: 2x4 DF Stud OTHERS 2x4 DF Stud BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1565/0-3-8 (min. 0-1-11), 8=1565/0-3-8 (min. 0-1-11) Max Horz2=-187(LC 10) Max Uplift2=-83(LC 12), 8=-83(LC 13) Max Grav2=1580(LC 19), 8=1580(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2350/315, 3-13=-2067/324, 13-14=-1844/338, 4-14=-1844/338, 4-5=-1829/350, 5-15=-1844/350, 6-15=-1844/338, 6-16=-1907/333, 7-16=-2067/324, 7-8=-2350/315 BOT CHORD 2-12=-152/1913, 11-12=-1/1220, 10-11=-1/1220, 8-10=-152/1913 WEBS 5-10=-93/917, 7-10=-689/219, 5-12=-93/917, 3-12=-689/219 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 26-4-0, Exterior(2E) 26-4-0 to 29-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 8. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 202257 Truss C01 Truss Type Common Qty 7 Ply 1 LSA Haney Residence Job Reference (optional) 8.410 s Sep 14 2020 MiTek Industries, Inc. Thu Dec 3 15:45:49 2020 Page 1 Inteframe Components, LLC, Nampa, ID - 83687, Casey Precht ID:BgA1e5XkFWVJHwImm7q_yRyCcyL-9MpdDIM8B6g8al?MNHTTMaBbj?_LUF6wceo_gvyCcpW Scale = 1:57.6 T1 T2 B1 W1 W2 W3 W4 EV1 WCL2 HW2 T3 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 4x5 3x6 2x4 3x6 3x8 3x4 3x4 1.5x4 3x6 3x5 3x4 3x4 4-10-0 4-10-0 13-9-8 8-11-8 20-10-0 7-0-8 4-10-0 4-10-0 10-0-13 5-2-13 15-3-11 5-2-13 20-10-0 5-6-5 7- 2 - 0 9- 1 1 - 1 3 0- 7 - 1 3 7.00 12 Plate Offsets (X,Y)-- [7:Edge,0-0-0] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.15 1.15 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-SH 0.49 0.37 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.02 0.02 (loc) 8-10 8-10 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF No.1&Btr BOT CHORD 2x4 DF No.1&Btr WEBS 2x4 DF No.2 *Except* W4,EV1: 2x4 DF Stud SLIDER Right 2x4 DF Stud -œ 3-1-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-10, 3-10, 1-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1076/Mechanical, 7=1076/0-5-8 (min. 0-1-8) Max Horz11=-281(LC 8) Max Uplift11=-66(LC 13), 7=-51(LC 13) Max Grav11=1076(LC 1), 7=1153(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-584/196, 2-12=-500/213, 2-13=-545/207, 3-13=-740/194, 3-14=-1315/253, 4-14=-1349/251, 4-5=-1551/232, 5-6=-1604/213, 6-7=-1738/199, 1-11=-1049/171 BOT CHORD 9-10=-26/1000, 8-9=-26/1000, 7-8=-111/1386 WEBS 3-10=-853/201, 3-8=-46/558, 5-8=-341/155, 1-10=-28/836 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) and C-C Exterior(2E) 0-1-12 to 3-1-12, Exterior(2R) 3-1-12 to 7-10-0, Interior(1) 7-10-0 to 17-10-0, Exterior(2E) 17-10-0 to 20-10-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11, 7. 7) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard