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Home My WebLink AboutTRUSS DESIGN - 23-00134 - 141 Charles Place - New SFR.pdfJob 0093-23-A Truss A1G Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:51 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-QcjzZbpZ_LjKf6iA5W5eTRAwyp6mAHS769n_DOzpAxY Scale = 1:75.7 T2 T3 T2 B1 W1 W2 B2 W2 W1 B1 W3 W4 W4 W4 W5 W5 T1 T4 B3 ST8 ST9ST7 ST6 ST4 ST5 ST3 ST2 ST1 ST8 ST9 ST7 ST6 ST4 ST5 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 18 17 49 8x10 8x10 8x10 8x10 5x8 10x10 3x12 10x10 3x12 10x10 5x8 3x6 3x6 5x8 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 3x6 18-11-06-9-59-0-129-10-12 9-10-12 29-1-4 19-2-8 39-0-0 9-10-12 5-3-9 5-3-9 9-10-12 4-7-3 11-9-1 1-10-5 12-11-9 1-2-7 14-7-12 1-8-3 19-6-0 4-10-4 24-4-4 4-10-4 26-0-7 1-8-3 27-2-15 1-2-7 29-1-4 1-10-5 33-8-7 4-7-3 39-0-0 5-3-9 40-0-0 1-0-0 0-4-1312-7-40-4-1312-7-410.00 12 Plate Offsets (X,Y)-- [1:0-3-15,Edge], [2:0-1-8,0-0-12], [3:0-8-0,0-1-8], [5:0-7-8,0-3-4], [7:0-7-8,0-3-4], [9:0-8-0,0-1-8], [10:0-1-8,0-0-12], [11:0-3-15,Edge], [13:0-4-12,0-4-0], [15:0-4-12 ,0-4-0], [19:0-1-13,0-1-0], [36:0-1-13,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.51 0.70 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -0.81 0.07 -0.11 (loc) 13-15 13-15 11 1-15 l/defl >861 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 414 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T1,T4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17, 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=2295/Mechanical, 11=2413/0-5-8 (min. 0-2-13) Max Horz1=-226(LC 10) Max Grav1=2576(LC 19), 11=2680(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4018/0, 2-3=-3665/0, 3-4=-2514/41, 4-5=-737/144, 5-49=-678/343, 6-49=-677/345, 6-7=-678/345, 7-8=-720/143, 8-9=-2528/41, 9-10=-3644/0, 10-11=-3966/0 BOT CHORD 1-15=0/3210, 14-15=0/2652, 13-14=0/2673, 11-13=0/2988 WEBS 2-15=-787/124, 3-15=0/1657, 9-13=0/1609, 10-13=-683/122, 4-16=-2811/0, 16-18=-2783/0, 17-18=-2829/0, 8-17=-2858/0, 5-16=0/275, 7-17=0/279, 6-18=-299/74, 5-18=-94/450, 7-18=-89/495 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-0-12 to 3-11-9, Exterior(2N) 3-11-9 to 14-7-12, Corner(3R) 14-7-12 to 18-6-9, Exterior(2N) 18-6-9 to 24-4-4, Corner(3R) 24-4-4 to 28-3-1, Exterior(2N) 28-3-1 to 40-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (7.0 psf) on member(s). 3-4, 8-9, 4-16, 16-18, 17-18, 8-17; Wall dead load (5.0psf) on member(s).3-15, 9-13 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 12) Refer to girder(s) for truss to truss connections. 13) 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 0093-23-A Truss A1G Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:52 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-uoHMmxqClerBGGHNfDct?ej5iDS?vkiGLpXXlqzpAxX NOTES- 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss A2 Truss Type Attic Qty 3 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:53 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-M_rk_HqqVyz2uQsZDx86YsGGRdoEeByPZTG5IHzpAxW Scale = 1:75.7 T2 T3 T2 B1 W1 W2 B2 W2 W1 B1 W3 W4 W4W4 W5 W5 T1 T4 B3 1 2 3 4 5 6 7 8 9 10 11 12 15 14 13 16 18 17 19 20 26 21 22 23 24 27 25 8x10 8x10 8x10 8x10 5x8 10x10 3x12 10x10 3x12 10x10 5x8 3x6 3x6 2x4 2x4 2x4 5x8 18-11-06-9-59-0-129-10-12 9-10-12 29-1-4 19-2-8 39-0-0 9-10-12 5-3-9 5-3-9 9-10-12 4-7-3 11-9-1 1-10-5 12-11-9 1-2-7 14-7-12 1-8-3 19-6-0 4-10-4 24-4-4 4-10-4 26-0-7 1-8-3 27-2-15 1-2-7 29-1-4 1-10-5 33-8-7 4-7-3 39-0-0 5-3-9 40-0-0 1-0-0 0-4-1312-7-40-4-1312-7-410.00 12 Plate Offsets (X,Y)-- [1:0-3-15,Edge], [3:0-8-0,0-1-8], [5:0-7-8,0-3-4], [7:0-7-8,0-3-4], [9:0-8-0,0-1-8], [11:0-3-15,Edge], [13:0-4-12,0-4-0], [15:0-4-12,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.51 0.70 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.54 -0.81 0.07 -0.11 (loc) 13-15 13-15 11 1-15 l/defl >861 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 356 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T1,T4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17, 18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=2295/Mechanical, 11=2413/0-5-8 (min. 0-2-13) Max Horz1=-226(LC 10) Max Grav1=2576(LC 19), 11=2680(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-4018/0, 2-19=-3819/0, 2-20=-3665/0, 3-20=-3516/0, 3-4=-2514/0, 4-5=-737/129, 5-26=-678/343, 21-26=-677/343, 21-22=-676/343, 6-22=-668/345, 6-23=-668/345, 7-23=-678/343, 7-8=-720/139, 8-9=-2528/0, 9-24=-3498/0, 10-24=-3644/0, 10-27=-3853/0, 25-27=-3857/0, 11-25=-3966/0 BOT CHORD 1-15=0/3210, 14-15=0/2652, 13-14=0/2673, 11-13=0/2988 WEBS 2-15=-787/81, 3-15=0/1657, 9-13=0/1609, 10-13=-683/80, 4-16=-2811/0, 16-18=-2783/0, 17-18=-2829/0, 8-17=-2858/0, 5-16=0/275, 7-17=0/279, 6-18=-299/62, 5-18=-94/450, 7-18=-89/495 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-11-9, Interior(1) 3-11-9 to 14-7-12, Exterior(2R) 14-7-12 to 20-1-15, Interior(1) 20-1-15 to 24-4-4, Exterior(2R) 24-4-4 to 29-10-7, Interior(1) 29-10-7 to 40-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (7.0 psf) on member(s). 3-4, 8-9, 4-16, 16-18, 17-18, 8-17; Wall dead load (5.0psf) on member(s).3-15, 9-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-15 9) Refer to girder(s) for truss to truss connections. 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. 12) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss A3GD Truss Type ATTIC GIRDER Qty 2 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:55 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JNyUPzs41ZDm7k0yKMAadHLWIQUT67ki1nlCM9zpAxU Scale = 1:80.9 W1 T1 T2 T3 T4 W2 W3 W4 W3 W5 W6 B1 W6 W10 W11 B3 W7 W8 W8W8 W9 W9 T5 B2 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 21 23 22 24 25 26 27 28 29 5x8 M18AHS 6x8 9x10 M18AHS 8x12 MT20HS 8x12 MT20HS 9x10 M18AHS 7x8 2x4 3x6 5x14 5x14 8x10 3x16 MT18HS 5x14 10x10 5x8 M18AHS 4x6 4x6 3x6 3x6 2x4 5x8 18-11-06-6-119-0-123-10-15 3-10-15 7-6-5 3-7-7 9-10-12 2-4-7 19-6-0 9-7-4 29-1-4 9-7-4 33-8-7 4-7-3 39-0-0 5-3-9 3-10-15 3-10-15 7-6-5 3-7-7 9-10-12 2-4-7 11-9-1 1-10-5 13-2-10 1-5-9 14-7-12 1-5-1 19-6-0 4-10-4 24-4-4 4-10-4 25-9-6 1-5-1 27-2-15 1-5-9 29-1-4 1-10-5 33-8-7 4-7-3 39-0-0 5-3-9 40-0-0 1-0-0 6-8-112-7-40-4-1312-7-410.00 12 Plate Offsets (X,Y)-- [1:Edge,0-2-12], [3:0-5-4,0-4-8], [4:0-11-15,0-1-8], [5:0-3-0,0-1-12], [6:0-9-8,0-3-4], [8:0-9-8,0-3-4], [9:0-3-0,0-1-12], [10:0-11-11,0-0-12], [12:0-2-13,0-2-8], [14:0-5-0 ,0-3-8], [15:0-9-12,0-2-8], [17:0-9-12,0-2-0], [18:0-3-12,0-1-8], [19:0-3-0,0-3-4] LOADING (psf) TCLL (Roof Snow=35.0) TCDL BCLL BCDL 35.0 7.0 0.0 * 7.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 7-6-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.94 0.59 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.48 -0.74 0.06 0.10 (loc) 15-17 15-17 12 15-17 l/defl >968 >628 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18AHS MT18HSWeight: 1333 lb FT = 0% GRIP 137/130 165/146 104/100 220/195 LUMBER- TOP CHORD 2x6 DF 1800F 1.6E *Except* T2,T4: 2x12 DF SS, T5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E *Except* B3: 2x8 DF SS WEBS 2x4 DF Stud/Std *Except* W1,W2,W6,W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD 2-0-0 oc purlins (5-0-10 max.), except end verticals (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 1, 3, 6, 8, 21, 22, 23 REACTIONS.(lb/size) 20=10172/Mechanical, 12=10631/0-5-8 (min. 0-4-2) Max Horz20=-1046(LC 6) Max Grav20=13107(LC 2), 12=11597(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-11551/0, 1-24=-7095/0, 24-25=-7095/0, 2-25=-7095/0, 2-26=-7095/0, 26-27=-7095/0, 3-27=-7095/0, 3-4=-18017/0, 4-5=-11062/0, 5-6=-2685/528, 6-28=-2041/1777, 7-28=-2030/1786, 7-8=-2041/1786, 8-9=-2859/522, 9-10=-11130/0, 10-11=-17572/0, 11-12=-17217/0, 12-13=0/461 BOT CHORD 19-20=-689/853, 18-19=0/12880, 17-18=0/13048, 16-17=0/12143, 15-16=0/12143, 15-29=0/13477, 14-29=0/13443, 12-14=0/13243 WEBS 1-19=0/12939, 2-19=-2088/221, 3-19=-10299/0, 3-18=-4124/0, 3-17=-3226/356, 4-17=0/11483, 10-15=0/9423, 11-15=-3480/760, 11-14=-3173/0, 5-21=-13067/0, 21-23=-12853/0, 22-23=-13183/0, 9-22=-13403/0, 6-21=0/1713, 8-22=0/1753, 7-23=-951/218, 6-23=-419/1726, 8-23=-359/1989 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x12 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 3 rows staggered at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 5-9 2x4 - 1 row at 0-7-0 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=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (7.0 psf) on member(s). 3-4, 4-5, 9-10, 5-21, 21-23, 22-23, 9-22; Wall dead load (5.0psf) on member(s).4-17, 10-15 Continued on page 2 Job 0093-23-A Truss A3GD Truss Type ATTIC GIRDER Qty 2 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:55 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JNyUPzs41ZDm7k0yKMAadHLWIQUT67ki1nlCM9zpAxU NOTES- 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 15-17 12) Refer to girder(s) for truss to truss connections. 13) 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. 14) Load case(s) 2, 13, 14, 15, 16, 17, 18, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 128 lb up at 1-0-12, 282 lb down and 131 lb up at 3-0-12, and 282 lb down and 131 lb up at 5-0-12, and 282 lb down and 138 lb up at 7-0-12 on top chord, and 1920 lb down and 500 lb up at 29-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-315, 3-5=-368, 5-6=-315, 6-8=-315, 8-9=-315, 9-10=-368, 10-13=-315, 17-20=-53, 15-17=-128, 12-15=-53, 5-9=-52 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-295 25=-282 26=-282 27=-282 29=-1920(F) 2) Dead + 0.75 Snow (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-249, 3-5=-302, 5-6=-249, 6-8=-249, 8-9=-249, 9-10=-302, 10-13=-249, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-246 25=-236 26=-236 27=-236 29=-1561(F) 13) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-53, 3-5=-105, 5-6=-53, 6-8=-52, 8-9=-52, 9-10=-105, 10-13=-53, 17-20=-413(F=-360), 15-17=-428, 12-15=-53, 5-9=-52 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-99 25=-97 26=-97 27=-97 29=-483(F) 14) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-53, 3-5=-105, 5-6=-53, 6-8=-52, 8-9=-52, 9-10=-105, 10-13=-53, 17-20=-413(F=-360), 15-17=-428, 12-15=-53, 5-9=-52 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-99 25=-97 26=-97 27=-97 29=-483(F) 15) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-331, 5-6=-279, 6-8=-251, 8-9=-228, 9-10=-281, 10-12=-228, 12-13=-216, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=56, 3-6=29, 6-7=2, 7-8=-2, 8-12=21, 12-13=33 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=91 25=94 26=94 27=100 29=308(F) 16) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-281, 5-6=-228, 6-8=-251, 8-9=-279, 9-10=-331, 10-12=-279, 12-13=-267, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-16, 3-6=-21, 6-7=2, 7-8=-2, 8-12=-29, 12-13=-18 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=91 25=94 26=94 27=89 29=308(F) 17) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-304, 5-6=-251, 6-8=-251, 8-9=-251, 9-10=-304, 10-12=-251, 12-13=-239, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-27, 3-6=2, 6-7=2, 7-8=-2, 8-12=-2, 12-13=10 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=91 25=94 26=94 27=94 29=308(F) 18) Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-304, 5-6=-251, 6-8=-251, 8-9=-251, 9-10=-304, 10-12=-251, 12-13=-239, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-27, 3-6=2, 6-7=2, 7-8=-2, 8-12=-2, 12-13=10 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=91 25=94 26=94 27=94 29=308(F) 29) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-331, 5-6=-279, 6-8=-251, 8-9=-228, 9-10=-281, 10-12=-228, 12-13=-216, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=56, 3-6=29, 6-7=2, 7-8=-2, 8-12=21, 12-13=33 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-194 25=-183 26=-183 27=-177 29=-1415(F) 30) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job 0093-23-A Truss A3GD Truss Type ATTIC GIRDER Qty 2 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:55 2023 Page 3 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JNyUPzs41ZDm7k0yKMAadHLWIQUT67ki1nlCM9zpAxU LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-251, 3-5=-281, 5-6=-228, 6-8=-251, 8-9=-279, 9-10=-331, 10-12=-279, 12-13=-267, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-16, 3-6=-21, 6-7=2, 7-8=-2, 8-12=-29, 12-13=-18 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-194 25=-183 26=-183 27=-187 29=-1415(F) 31) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-304, 5-6=-251, 6-8=-251, 8-9=-251, 9-10=-304, 10-12=-251, 12-13=-239, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-27, 3-6=2, 6-7=2, 7-8=-2, 8-12=-2, 12-13=10 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-194 25=-183 26=-183 27=-183 29=-1415(F) 32) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-251, 3-5=-304, 5-6=-251, 6-8=-251, 8-9=-251, 9-10=-304, 10-12=-251, 12-13=-239, 17-20=-323(F=-270), 15-17=-353, 12-15=-53, 5-9=-52 Horz: 1-20=-27, 3-6=2, 6-7=2, 7-8=-2, 8-12=-2, 12-13=10 Drag: 4-17=-38, 10-15=-38 Concentrated Loads (lb) Vert: 24=-194 25=-183 26=-183 27=-183 29=-1415(F) Job 0093-23-A Truss A4GD Truss Type GABLE Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:58 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-jyed1?uyKUbL_BkX0UjHFvz2DeWuJRY8jl_szUzpAxR Scale = 1:79.1 T2 T3 T4 T5 W11 W1 W2 W3 B1 W4 W7 W7 W10 T1 B2 W5 W5W5 W6 W6 W9 W8O1O2 ST5 ST6 ST4 ST3 ST1 ST2 1 2 33 3 4 34 5 6 7 35 8 9 36 10 11 12 13 19 18 17 16 15 14 20 22 21 37 38 39 40 41 42 9x10 M18AHS 8x10 8x10 8x10 8x10 4x8 M18AHS3x6 12x12 3x16 MT18HS 6x8 10x18 MT18HS 4x6 3x6 3x16 MT18HS 5x8 7x8 6x8 5x8 3x6 18-11-06-9-59-0-125-3-9 5-3-9 9-10-12 4-7-3 19-6-0 9-7-4 29-1-4 9-7-4 33-10-14 4-9-10 39-0-0 5-1-2 5-3-9 5-3-9 9-10-12 4-7-3 11-9-1 1-10-5 12-11-9 1-2-7 14-7-12 1-8-3 19-6-0 4-10-4 24-4-4 4-10-4 26-0-7 1-8-3 27-2-15 1-2-7 27-5-0 0-2-2 29-1-4 1-8-4 33-10-14 4-9-10 39-0-0 5-1-2 40-0-0 1-0-0 0-4-1310-0-1012-7-410-0-1012-7-410.00 12 Plate Offsets (X,Y)-- [3:0-10-11,0-0-8], [4:0-3-0,0-1-12], [5:0-7-8,0-3-4], [7:0-7-8,0-3-4], [8:0-3-0,0-1-4], [12:0-2-4,0-2-8], [13:0-4-0,0-2-4], [14:0-4-0,0-1-4], [15:0-1-8,0-3-0], [16:0-8-8,0-1-8], [18:0-3-8,0-8-12], [19:0-3-12,0-1-8], [32:0-1-11,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.77 0.61 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.67 -0.77 0.04 0.08 (loc) 16-18 16-18 14 16 l/defl >688 >599 n/a >999 L/d 360 240 n/a 240 PLATES MT20 M18AHS MT18HS Weight: 1064 lb FT = 0% GRIP 137/130 104/100 137/130 LUMBER- TOP CHORD 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T5,T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W11: 2x6 DF 1800F 1.6E W3,W4,W7,W10,W9: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std LBR SCAB 2-5 2x10 DF SS one side 7-10 2x10 DF SS one side BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (4-2-13 max.): 5-7, 9-10, 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 10-15 JOINTS 1 Brace at Jt(s): 10, 13, 20, 21, 22 REACTIONS.(lb/size) 14=6524/0-5-8 (min. 0-4-2), 1=3519/0-5-8 (min. 0-3-1) Max Horz1=301(LC 7) Max Uplift14=-147(LC 8) Max Grav14=9317(LC 2), 1=6854(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-9208/0, 2-33=-10705/0, 3-33=-10564/0, 3-4=-6737/63, 4-34=-557/475, 5-34=-480/490, 5-6=-1126/887, 6-7=-1126/887, 7-35=-1882/142, 8-35=-1959/133, 8-9=-5746/18, 9-36=-1181/49, 10-36=-1181/49, 9-11=-8389/68, 11-37=-8339/71, 37-38=-8339/71, 12-38=-8339/71, 12-39=-4173/142, 39-40=-4173/142, 13-40=-4173/142, 13-14=-8356/201 BOT CHORD 1-19=0/7256, 18-19=0/7461, 17-18=0/7542, 16-17=0/7542, 16-41=0/7551, 15-41=0/7551 WEBS 2-19=-2494/32, 2-18=-1190/1253, 3-18=0/6629, 4-20=-9301/21, 20-22=-9220/23, 21-22=-6613/0, 8-21=-6671/0, 10-16=-1049/5972, 10-11=-1251/304, 12-15=-2881/172, 13-15=-138/8836, 5-20=0/770, 7-21=0/554, 5-22=-172/2113, 7-22=-1794/315, 10-15=-6470/0, 10-12=-1/4406 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, 2x10 - 2 rows staggered at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Special connection required between scab 2 to 5 front face(s) and truss. 4) Special connection required between scab 7 to 10 front face(s) and truss. 5) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 6) 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. 7) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 8) Provide adequate drainage to prevent water ponding. Continued on page 2 Job 0093-23-A Truss A4GD Truss Type GABLE Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:58 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-jyed1?uyKUbL_BkX0UjHFvz2DeWuJRY8jl_szUzpAxR NOTES- 9) All plates are MT20 plates unless otherwise indicated. 10) All plates are 2x4 MT20 unless otherwise indicated. 11) Gable studs spaced at 2-0-0 oc. 12) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 13) * 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. 14) Ceiling dead load (7.0 psf) on member(s). 3-4, 8-9, 9-11, 4-20, 20-22, 21-22, 8-21; Wall dead load (5.0psf) on member(s).3-18, 10-16, 10-11 15) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=147. 17) 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. 18) Load case(s) 2, 12, 13, 14, 15, 16, 17, 29, 30, 31, 32 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 19) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 20) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2734 lb down and 202 lb up at 27-2-1, 582 lb down and 82 lb up at 29-1-4, 582 lb down and 82 lb up at 30-11-4, 582 lb down and 82 lb up at 32-11-4, and 582 lb down and 82 lb up at 34-11-4, and 582 lb down and 82 lb up at 36-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 21) Attic room checked for L/360 deflection. 22) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-4=-98, 4-5=-84, 5-7=-84, 7-8=-84, 8-9=-98, 9-11=-98, 11-13=-84, 1-18=-14, 16-18=-34, 14-16=-14, 4-8=-14 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2683(F) 11=-552 37=-552 38=-552 39=-552 40=-552 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66, 3-4=-80, 4-5=-66, 5-7=-66, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-66, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2177(F) 11=-438 37=-438 38=-438 39=-438 40=-438 12) Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-28, 4-5=-14, 5-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 1-18=-254(F=-220), 16-18=-334(F=-220), 16-41=-274(F=-220), 41-42=-254(F=-220), 14-42=-274(F=-220), 4-8=-14 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-659(F) 11=-97 37=-97 38=-97 39=-97 40=-97 13) Dead + Uninhabitable Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-14, 3-4=-28, 4-5=-14, 5-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 1-18=-254(F=-220), 16-18=-334(F=-220), 16-41=-274(F=-220), 41-42=-254(F=-220), 14-42=-274(F=-220), 4-8=-14 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-659(F) 11=-97 37=-97 38=-97 39=-97 40=-97 14) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-88, 4-5=-74, 5-7=-67, 7-8=-61, 8-9=-75, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=8, 5-6=0, 6-7=-0, 7-9=6, 9-11=0, 13-14=4 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=48(F) 11=50 37=50 38=50 39=50 40=50 15) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-4=-75, 4-5=-61, 5-7=-67, 7-8=-74, 8-9=-88, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=-6, 5-6=0, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=55(F) 11=50 37=50 38=50 39=50 40=50 16) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-67, 3-4=-81, 4-5=-67, 5-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=0, 5-6=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=52(F) 11=50 37=50 38=50 39=50 40=50 17) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job 0093-23-A Truss A4GD Truss Type GABLE Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:14:58 2023 Page 3 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-jyed1?uyKUbL_BkX0UjHFvz2DeWuJRY8jl_szUzpAxR LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-67, 3-4=-81, 4-5=-67, 5-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=0, 5-6=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=52(F) 11=50 37=50 38=50 39=50 40=50 29) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-74, 3-4=-88, 4-5=-74, 5-7=-67, 7-8=-61, 8-9=-75, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=8, 5-6=0, 6-7=-0, 7-9=6, 9-11=0, 13-14=4 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1537(F) 11=-251 37=-251 38=-251 39=-251 40=-251 30) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-4=-75, 4-5=-61, 5-7=-67, 7-8=-74, 8-9=-88, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=-6, 5-6=0, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1530(F) 11=-251 37=-251 38=-251 39=-251 40=-251 31) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-67, 3-4=-81, 4-5=-67, 5-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=0, 5-6=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1534(F) 11=-251 37=-251 38=-251 39=-251 40=-251 32) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-67, 3-4=-81, 4-5=-67, 5-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 1-18=-194(F=-165), 16-18=-259(F=-165), 16-41=-209(F=-165), 41-42=-194(F=-165), 14-42=-209(F=-165), 4-8=-14 Horz: 1-5=0, 5-6=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7 Drag: 3-18=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1534(F) 11=-251 37=-251 38=-251 39=-251 40=-251 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI Scale = 1:90.6 T1 T2 T3 T4 W16W3W6 B1 W13 W16 W17 W8 W1 W2 B2 W9 W7 W5 W9W9 W9 W10 W11 W12 W15 W14 W4 ST6 ST5 ST4 ST3 ST1 ST2 ST7 ST8 ST9 ST10 ST11 ST12 ST13 ST14 1 2 3 4 5 6 7 8 9 10 11 12 13 20 19 18 17 16 15 14 22 21 24 26 25 23 50 51 52 53 54 55 56 57 58 59 60 61 62 7x8 8x10 8x10 6x8 3x6 8x10 3x16 MT18HS 3x6 10x14 MT20HS 3x8 5x10 M18AHS 5x6 3x6 7x8 3x6 8x12 MT20HS 7x10 MT20HS 4x4 3x4 4x4 3x4 8x10 3x4 3x6 3x6 3x6 3-1-2 3-1-2 5-10-12 2-9-10 10-8-9 4-9-13 15-6-7 4-9-13 25-1-4 9-6-13 29-10-14 4-9-10 35-0-0 5-1-2 3-1-2 3-1-2 5-10-12 2-9-10 6-8-1 0-9-5 10-8-9 4-0-9 11-2-13 0-6-3 15-9-8 4-6-12 20-4-4 4-6-12 22-0-7 1-8-3 23-2-15 1-2-7 23-5-0 0-2-2 25-1-4 1-8-4 29-10-14 4-9-10 35-0-0 5-1-2 36-0-0 1-0-0 10-4-910-0-1012-7-410-0-1012-7-44.00 12 10.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-1-12], [2:0-2-8,0-1-8], [4:0-6-0,0-3-0], [7:0-7-8,0-3-4], [12:0-3-12,0-2-8], [12:0-2-0,0-0-10], [13:0-2-0,0-1-0], [14:Edge,0-3-12], [15:0-3-0,0-3-0], [16:0-6-0 ,0-1-8], [18:0-8-8,0-1-8], [19:0-4-0,0-3-0], [20:0-3-12,0-1-8], [22:0-5-8,0-3-8], [22:0-2-0,0-4-13], [36:0-0-3,0-2-8], [40:0-1-11,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.78 0.58 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.64 0.02 0.08 (loc) 16-18 16-18 14 16-18 l/defl >805 >652 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS M18AHS MT18HSWeight: 1460 lb FT = 0% GRIP 137/130 110/93 169/162 137/130 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2: 2x6 DF 1800F 1.6E, T3: 2x10 DF SS BOT CHORD 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W6,W13,W8: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr W17,W5: 2x6 DF 1800F 1.6E OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): 4-7, 9-10, 9-13. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 13-14, 1-20 JOINTS 1 Brace at Jt(s): 13, 21, 23, 24, 25, 10 REACTIONS.(lb/size) 14=5972/0-5-8 (min. 0-2-11), 20=3460/0-5-8 (min. 0-2-0) Max Horz20=281(LC 9) Max Uplift14=-148(LC 7) Max Grav14=8992(LC 39), 20=6790(LC 39) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1822/66, 2-3=-543/7287, 3-4=-524/7125, 4-50=-1483/1669, 50-51=-1483/1668, 51-52=-1485/1668, 5-52=-1485/1668, 5-53=-2570/148, 53-54=-2570/148, 6-54=-2570/148, 6-55=-3502/134, 7-55=-3517/133, 7-8=-2718/82, 8-9=-4667/24, 9-10=-836/1647, 9-11=-9071/16, 11-56=-9033/20, 56-57=-9033/20, 57-58=-9033/20, 12-58=-9033/20, 13-14=-638/82, 1-20=-6271/0 BOT CHORD 18-19=-38/5911, 17-18=-31/6074, 16-17=-31/6074, 16-61=-31/6081, 15-61=-31/6081, 15-62=-111/4225, 14-62=-111/4225 WEBS 2-19=-265/5063, 18-22=0/9062, 3-22=-850/87, 10-16=-1928/3896, 10-11=-1396/372, 12-15=0/4553, 12-14=-8986/131, 21-22=-9905/321, 21-24=-9518/311, 24-26=-6709/136, 25-26=-4571/81, 23-25=-4571/81, 8-23=-3014/0, 1-19=0/5946, 4-21=-47/2213, 4-22=-6511/352, 19-22=-16277/79, 7-23=-751/294, 5-24=-2014/147, 6-25=-1086/108, 4-24=-215/4265, 5-26=-164/2894, 6-23=-312/1949, 10-15=-3577/0, 10-12=0/5231, 2-22=-8380/469 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc, 2x10 - 3 rows staggered at 0-5-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 3 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 22-8 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. Continued on page 2 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI NOTES- 8) All plates are MT20 plates unless otherwise indicated. 9) All plates are 2x4 MT20 unless otherwise indicated. 10) Gable studs spaced at 2-0-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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. 13) Ceiling dead load (7.0 psf) on member(s). 8-9, 9-11, 21-22, 21-24, 24-26, 25-26, 23-25, 8-23; Wall dead load (5.0psf) on member(s).18-22, 10-16, 10-11 14) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 15) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=148. 16) 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. 17) Load case(s) 2, 3, 4, 14, 17, 18, 19, 20, 21, 25, 26, 27, 28, 29, 30, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 52, 53, 54, 55, 58, 60, 61, 62, 63, 64, 65, 74, 75, 86, 87, 88, 89, 92, 93, 94, 95, 96, 97, 98, 99 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 18) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 19) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2475 lb down and 189 lb up at 23-2-1, 601 lb down and 82 lb up at 25-1-4, 601 lb down and 82 lb up at 26-11-4, 601 lb down and 82 lb up at 28-11-4, and 601 lb down and 82 lb up at 30-11-4, and 601 lb down and 82 lb up at 32-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 20) Attic room checked for L/360 deflection. 21) Studding applied to ply: 1(Front) LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-84, 4-7=-84, 7-8=-84, 8-9=-98, 9-11=-98, 11-13=-84, 18-20=-14, 16-18=-34, 14-16=-14, 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2424(B) 11=-552 56=-552 58=-552 59=-552 60=-552 2) Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-66, 8-9=-80, 9-11=-80, 11-13=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1975(B) 11=-438 56=-438 58=-438 59=-438 60=-438 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-67, 4-51=-67, 7-51=-88, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2011(B) 11=-475 56=-475 58=-475 59=-475 60=-475 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-55=-88, 7-55=-67, 7-8=-66, 8-9=-80, 9-11=-80, 11-13=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1975(B) 11=-438 56=-438 58=-438 59=-438 60=-438 14) Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 18-20=-254(F=-220), 16-18=-334(F=-220), 16-61=-274(F=-220), 15-61=-254(F=-220), 15-62=-274(F=-220), 14-62=-254(F=-220), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 17) Dead + Uninhabitable Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 18-20=-254(F=-220), 16-18=-334(F=-220), 16-61=-274(F=-220), 15-61=-254(F=-220), 15-62=-274(F=-220), 14-62=-254(F=-220), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 18) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-68, 4-7=-67, 7-8=-61, 8-9=-75, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=44(B) 11=50 56=50 58=50 59=50 60=50 19) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 3 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-61, 4-7=-67, 7-8=-74, 8-9=-88, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=51(B) 11=50 56=50 58=50 59=50 60=50 20) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 21) Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 25) 3rd Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-88, 4-7=-30, 7-8=-101, 8-9=-115, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1974(B) 11=-475 56=-475 58=-475 59=-475 60=-475 26) 4th Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-54=-67, 7-54=-101, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2011(B) 11=-475 56=-475 58=-475 59=-475 60=-475 27) 5th Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-93, 4-7=-30, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-2011(B) 11=-475 56=-475 58=-475 59=-475 60=-475 28) 6th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-55=-88, 7-55=-67, 7-8=-30, 8-9=-44, 9-11=-107, 11-57=-93, 13-57=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1981(B) 11=-412 56=-412 58=-430 59=-438 60=-438 29) 7th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-7=-30, 7-8=-101, 8-9=-115, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1974(B) 11=-475 56=-475 58=-475 59=-475 60=-475 30) 8th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-7=-30, 7-8=-30, 8-9=-44, 9-11=-118, 11-59=-104, 13-59=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1976(B) 11=-400 56=-400 58=-400 59=-417 60=-438 39) 17th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-124, 7-8=-30, 8-9=-44, 9-11=-138, 11-13=-124, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1966(B) 11=-380 56=-380 58=-380 59=-380 60=-380 40) 18th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 4 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 4 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-124, 8-9=-138, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1962(B) 11=-475 56=-475 58=-475 59=-475 60=-475 41) 19th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-50=-103, 7-50=-125, 7-8=-24, 8-9=-38, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=44(B) 11=50 56=50 58=50 59=50 60=50 42) 20th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-105, 4-7=-30, 7-8=-119, 8-9=-133, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=44(B) 11=50 56=50 58=50 59=50 60=50 43) 21st Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-24, 4-50=-103, 7-50=-125, 7-8=-37, 8-9=-51, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=51(B) 11=50 56=50 58=50 59=50 60=50 44) 22nd Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-98, 4-7=-30, 7-8=-132, 8-9=-146, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=51(B) 11=50 56=50 58=50 59=50 60=50 45) 23rd Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-125, 7-8=-30, 8-9=-44, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 46) 24th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-125, 8-9=-139, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 47) 25th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-125, 7-8=-30, 8-9=-44, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 48) 26th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-125, 8-9=-139, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=47(B) 11=50 56=50 58=50 59=50 60=50 52) Reversal: Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 5 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 5 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-66, 8-9=-80, 9-11=-80, 11-13=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 53) Reversal: Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-67, 4-51=-67, 7-51=-88, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 54) Reversal: Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-55=-88, 7-55=-67, 7-8=-66, 8-9=-80, 9-11=-80, 11-13=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 55) Reversal: Dead + Uninhab. Attic Storage + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 18-20=-254(F=-220), 16-18=-334(F=-220), 16-61=-274(F=-220), 15-61=-254(F=-220), 15-62=-274(F=-220), 14-62=-254(F=-220), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 58) Reversal: Dead + Uninhabitable Attic Storage: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-14, 4-7=-14, 7-8=-14, 8-9=-28, 9-11=-28, 11-13=-14, 18-20=-254(F=-220), 16-18=-334(F=-220), 16-61=-274(F=-220), 15-61=-254(F=-220), 15-62=-274(F=-220), 14-62=-254(F=-220), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 60) Reversal: 3rd Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-88, 4-7=-30, 7-8=-101, 8-9=-115, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 61) Reversal: 4th Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-54=-67, 7-54=-101, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 62) Reversal: 5th Dead + 0.75 Snow (Unbal. Left) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-93, 4-7=-30, 7-8=-30, 8-9=-44, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 63) Reversal: 6th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-55=-88, 7-55=-67, 7-8=-30, 8-9=-44, 9-11=-107, 11-57=-93, 13-57=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 64) Reversal: 7th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-7=-30, 7-8=-101, 8-9=-115, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 65) Reversal: 8th Dead + 0.75 Snow (Unbal. Right) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-7=-30, 7-8=-30, 8-9=-44, 9-11=-118, 11-59=-104, 13-59=-66, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 Continued on page 6 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 6 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI LOAD CASE(S) Standard 74) Reversal: 17th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-124, 7-8=-30, 8-9=-44, 9-11=-138, 11-13=-124, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 75) Reversal: 18th Unbal.Dead + 0.75 Snow (balanced) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-124, 8-9=-138, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-628(B) 11=-97 56=-97 58=-97 59=-97 60=-97 86) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-68, 4-7=-67, 7-8=-61, 8-9=-75, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1404(B) 11=-251 56=-251 58=-251 59=-251 60=-251 87) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-61, 4-7=-67, 7-8=-74, 8-9=-88, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1397(B) 11=-251 56=-251 58=-251 59=-251 60=-251 88) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1400(B) 11=-251 56=-251 58=-251 59=-251 60=-251 89) Reversal: Dead + 0.75 Snow (bal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-67, 4-7=-67, 7-8=-67, 8-9=-81, 9-11=-81, 11-13=-67, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1400(B) 11=-251 56=-251 58=-251 59=-251 60=-251 92) Reversal: 19th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-31, 4-50=-103, 7-50=-125, 7-8=-24, 8-9=-38, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1395(B) 11=-193 56=-193 58=-193 59=-193 60=-193 93) Reversal: 20th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Left) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-105, 4-7=-30, 7-8=-119, 8-9=-133, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=1, 6-7=-0, 7-9=6, 9-11=0, 13-14=4, 1-20=15 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1391(B) 11=-287 56=-287 58=-287 59=-287 60=-287 94) Reversal: 21st Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-24, 4-50=-103, 7-50=-125, 7-8=-37, 8-9=-51, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1388(B) 11=-193 56=-193 58=-193 59=-193 60=-193 95) Reversal: 22nd Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) Right) + Parallel: Lumber Increase=1.60, Plate Increase=1.60 Continued on page 7 Job 0093-23-A Truss A5GD Truss Type GABLE Qty 1 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:07 2023 Page 7 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yhh0w4?cCFk3ZawF1tOO6prboGbUwXPTnefqnTzpAxI LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-98, 4-7=-30, 7-8=-132, 8-9=-146, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=-5, 6-7=-0, 7-9=-8, 9-11=0, 13-14=-15, 1-20=-4 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1384(B) 11=-287 56=-287 58=-287 59=-287 60=-287 96) Reversal: 23rd Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-125, 7-8=-30, 8-9=-44, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1392(B) 11=-193 56=-193 58=-193 59=-193 60=-193 97) Reversal: 24th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-125, 8-9=-139, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1388(B) 11=-287 56=-287 58=-287 59=-287 60=-287 98) Reversal: 25th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-30, 4-50=-103, 7-50=-125, 7-8=-30, 8-9=-44, 9-11=-139, 11-13=-125, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1392(B) 11=-193 56=-193 58=-193 59=-193 60=-193 99) Reversal: 26th Unbal.Dead + 0.75 Snow (unbal.) + 0.75 Uninhab. Attic Storage + 0.75 Attic Floor + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-4=-103, 4-7=-30, 7-8=-125, 8-9=-139, 9-11=-44, 11-13=-30, 18-20=-194(F=-165), 16-18=-259(F=-165), 16-61=-209(F=-165), 15-61=-194(F=-165), 15-62=-209(F=-165), 14-62=-194(F=-165), 8-22=-14 Horz: 1-4=0, 6-7=-0, 7-9=-0, 9-11=0, 13-14=7, 1-20=-7 Drag: 18-22=-10, 11-16=-10 Concentrated Loads (lb) Vert: 9=-1388(B) 11=-287 56=-287 58=-287 59=-287 60=-287 Job 0093-23-A Truss A6 Truss Type Attic Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:09 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-u3onLl1skt_npt4e9IQsBEw_Q4I3OQZmFy8xsLzpAxG Scale = 1:89.0 T1 T2 T3 T4 B1 W1 W2 W3 W4 W5 W6 B2 B4 W7 W10 W11 W8 W8W8 W9 W9 T5 B312 3 4 5 6 7 8 9 10 11 12 13 14 15 20 19 18 17 16 21 23 22 24 25 26 35 2728 29 3031 32 33 36 34 12x12 MT20HS 8x12 MT20HS 8x12 MT20HS 8x10 5x8 10x10 4x6 2x4 4x4 12x12 3x8 8x10 10x10 5x8 3x6 3x6 3x8 2x4 2x4 2x4 5x8 8-2-12 8-2-12 9-10-1 1-7-5 13-10-12 4-0-11 18-7-12 4-9-0 28-4-4 9-8-9 33-1-4 4-9-0 43-0-0 9-10-12 -1-0-0 1-0-0 4-8-6 4-8-6 8-2-12 3-6-6 9-10-1 1-7-5 13-10-12 4-0-11 15-9-1 1-10-5 16-11-9 1-2-7 18-7-12 1-8-3 23-6-0 4-10-4 28-4-4 4-10-4 30-0-7 1-8-3 31-2-15 1-2-7 33-1-4 1-10-5 37-8-7 4-7-3 43-0-0 5-3-9 44-0-0 1-0-0 0-4-35-3-312-7-40-4-1312-7-46.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [4:0-2-0,0-1-12], [5:0-7-0,0-2-8], [6:0-5-15,0-0-12], [8:0-9-8,0-3-4], [10:0-9-8,0-3-4], [12:0-6-8,0-1-8], [14:0-3-15,Edge], [16:0-4-12,0-4-0], [18:0-3-8 ,0-9-4], [19:0-4-12,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.58 0.50 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.59 0.04 0.06 (loc) 16-18 16-18 14 16 l/defl >999 >701 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 403 lb FT = 0% GRIP 137/130 165/146 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T4: 2x10 DF SS, T3: 2x6 DF 1800F 1.6E BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W7: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 21-23 JOINTS 1 Brace at Jt(s): 21, 22, 23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=842/0-3-8 (min. 0-1-8), 20=2163/0-5-8 (min. 0-3-2), 14=2246/0-5-8 (min. 0-3-2) Max Horz2=231(LC 13) Max Uplift2=-84(LC 14) Max Grav2=937(LC 37), 20=2909(LC 46), 14=2935(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-24=-1701/187, 3-24=-1654/201, 3-4=-1551/278, 4-5=-1717/115, 5-25=-3632/0, 6-25=-3361/0, 6-26=-2593/21, 7-26=-2374/47, 7-8=-1332/145, 8-35=-1712/206, 27-35=-1710/206, 27-28=-1701/206, 28-29=-1700/206, 9-29=-1692/207, 9-30=-1692/206, 30-31=-1700/206, 10-31=-1712/206, 10-11=-1408/151, 11-32=-2431/28, 12-32=-2480/2, 12-33=-3457/0, 13-33=-3764/0, 13-36=-3969/0, 34-36=-4122/0, 14-34=-4238/0 BOT CHORD 2-20=-132/1494, 19-20=-265/1345, 18-19=0/1582, 17-18=0/2501, 16-17=0/2501, 14-16=0/3162 WEBS 3-20=-543/95, 4-20=-1961/0, 4-19=0/1668, 5-19=-3397/0, 5-18=0/1988, 6-18=-175/1400, 7-21=-3044/0, 21-23=-3014/0, 22-23=-2599/0, 11-22=-2625/0, 12-16=0/1533, 13-16=-999/90, 8-21=0/289, 10-22=0/255, 9-23=-598/70, 8-23=-39/926, 10-23=-128/729 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 3-2-13, Interior(1) 3-2-13 to 18-7-12, Exterior(2R) 18-7-12 to 22-11-5, Interior(1) 22-11-5 to 28-4-4, Exterior(2R) 28-4-4 to 32-7-14, Interior(1) 32-7-14 to 44-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) Ceiling dead load (7.0 psf) on member(s). 5-6, 6-7, 11-12, 7-21, 21-23, 22-23, 11-22; Wall dead load (5.0psf) on member(s).6-18, 12-16 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 16-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2.Continued on page 2 Job 0093-23-A Truss A6 Truss Type Attic Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:09 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-u3onLl1skt_npt4e9IQsBEw_Q4I3OQZmFy8xsLzpAxG NOTES- 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss A7SG Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:12 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JeUvzn3k1oMMgLpDqQzZpsYYlHMebqDCxwNbTgzpAxD Scale = 1:88.5 T1 T2 T3 T4 B1 W1 W2 W3 W4 W4 W8 B2 B4 W5 T5 B3 W6 W6W6 W7 W7 ST1 ST2 ST3 ST4 ST5 ST6 ST7 ST8 ST9 ST10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 23 22 21 20 19 18 17 15 24 26 25 41 42 43 52 4445 46 4748 49 50 53 51 16 12x12 8x10 8x10 8x10 5x8 10x10 4x6 3x6 3x6 10x10 8x10 5x8 3x6 3x6 5x8 3x6 3x6 3x6 3x6 3x6 3x6 9-10-1 9-10-1 13-10-12 4-0-11 29-11-8 16-0-12 33-1-4 3-1-12 43-0-0 9-10-12 -1-0-0 1-0-0 5-6-1 5-6-1 9-10-1 4-4-1 13-10-12 4-0-11 15-9-1 1-10-5 16-11-9 1-2-7 18-7-12 1-8-3 23-6-0 4-10-4 28-4-4 4-10-4 30-0-7 1-8-3 31-2-15 1-2-7 33-1-4 1-10-5 37-8-7 4-7-3 43-0-0 5-3-9 44-0-0 1-0-0 0-4-35-3-312-7-40-4-1312-7-46.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-15], [4:0-6-0,0-3-4], [7:0-7-8,0-3-4], [9:0-7-8,0-3-4], [13:0-3-15,Edge], [15:0-4-12,0-4-0], [18:0-4-12,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.44 0.32 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.18 0.02 0.03 (loc) 13-15 13-15 13 13-15 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 409 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2,T4: 2x10 DF SS, T3: 2x6 DF 1800F 1.6E BOT CHORD 2x8 DF SS *Except* B2,B3: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W5: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 7-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 24, 25, 26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 29-11-8 except (jt=length) 13=0-5-8, 16=0-3-8. (lb) - Max Horz2=231(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 2, 22 except 18=-538(LC 42), 13=-148(LC 14), 19=-820(LC 19) Max Grav All reactions 250 lb or less at joint(s) 23, 22, 21 except 2=828(LC 37), 18=932(LC 30), 20=1562(LC 29), 13=1697(LC 36), 19=587(LC 36), 16=1434(LC 48) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-41=-1167/153, 3-41=-1009/162, 3-4=-770/118, 4-42=-1490/231, 5-42=-1302/248, 5-43=-1395/278, 6-43=-1362/292, 6-7=-1395/184, 7-52=-1844/228, 44-52=-1842/228, 44-45=-1833/228, 45-46=-1832/228, 8-46=-1824/229, 8-47=-1824/229, 47-48=-1832/228, 9-48=-1844/228, 9-10=-1417/194, 10-49=-1309/276, 11-49=-1363/262, 11-50=-1300/234, 12-50=-1609/224, 12-53=-1942/235, 51-53=-1972/221, 13-51=-2116/221 BOT CHORD 2-23=-66/931, 22-23=-66/931, 21-22=-66/931, 20-21=-66/931, 19-20=-16/708, 18-19=-15/706, 17-18=-3/1007, 16-17=-1/1006, 15-16=-0/1031, 13-15=-88/1523 WEBS 3-20=-665/106, 4-20=-1220/187, 4-18=-28/531, 5-18=-749/197, 11-15=-383/67, 12-15=-679/132, 6-24=-684/169, 24-26=-679/167, 25-26=-576/160, 10-25=-581/159, 8-26=-609/60, 7-26=-83/785, 9-26=-77/741 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=43ft; eave=5ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 3-2-13, Interior(1) 3-2-13 to 18-7-12, Exterior(2R) 18-7-12 to 22-11-5, Interior(1) 22-11-5 to 28-4-4, Exterior(2R) 28-4-4 to 32-7-14, Interior(1) 32-7-14 to 44-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Provide adequate drainage to prevent water ponding. 7) All plates are 2x4 MT20 unless otherwise indicated. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job 0093-23-A Truss A7SG Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:12 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JeUvzn3k1oMMgLpDqQzZpsYYlHMebqDCxwNbTgzpAxD NOTES- 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 7.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 22 except (jt=lb) 18=538, 13=148, 19=820. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss B1 Truss Type Attic Qty 12 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:13 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-nr2IB74No5UCIVOPO7VoM45jrhfQKLSMAa69?6zpAxC Scale = 1:72.4 T2 T3 T2 B1 W1 W2 W2 W1 B2 B1 W3 T1 T1 W4 W4 W5 1 2 3 4 5 6 7 8 9 10 11 12 15 13 16 17 18 19 20 21 22 23 14 6x8 6x8 6x8 6x8 4x4 8x10 3x6 3x6 8x10 3x6 3x6 3x6 2x4 4x4 13-0-08-0-29-0-1210-10-4 10-10-4 21-8-12 10-10-8 24-1-12 2-5-0 35-0-0 10-10-4 -1-0-0 1-0-0 5-9-5 5-9-5 10-10-4 5-0-15 11-9-1 0-10-13 12-5-4 0-8-3 14-7-12 2-2-8 20-4-4 5-8-9 22-6-12 2-2-8 23-2-15 0-8-3 24-1-12 0-10-13 29-2-11 5-0-15 35-0-0 5-9-5 36-0-0 1-0-0 0-4-1312-7-40-4-1312-7-410.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [7:0-5-0,0-3-0], [13:0-4-12,0-3-8], [15:0-4-12,0-3-8] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.42 0.48 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.37 0.05 -0.07 (loc) 14-15 15 11 11-13 l/defl >999 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E *Except* B2: 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1939/0-5-8 (min. 0-2-1), 11=1826/0-5-8 (min. 0-1-15), 14=464/0-5-8 (min. 0-1-8) Max Horz2=-230(LC 10) Max Grav2=2002(LC 19), 11=1826(LC 1), 14=902(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-2695/0, 3-18=-2478/0, 3-19=-2372/0, 4-19=-2185/0, 4-5=-1536/49, 5-6=-697/71, 6-20=-287/152, 20-21=-287/152, 7-21=-287/152, 7-8=-620/86, 8-9=-1705/35, 9-22=-2055/0, 10-22=-2242/0, 10-23=-2372/0, 11-23=-2503/0 BOT CHORD 2-15=0/2134, 14-15=0/1744, 13-14=0/1740, 11-13=0/1835 WEBS 3-15=-559/109, 4-15=0/1000, 9-13=-2/504, 10-13=-326/142, 5-16=-1220/3, 16-17=-1212/3, 8-17=-1648/0, 7-17=0/295, 6-17=-450/4 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-2 to 2-4-14, Interior(1) 2-4-14 to 14-7-12, Exterior(2R) 14-7-12 to 19-7-2, Interior(1) 19-7-2 to 20-4-4, Exterior(2R) 20-4-4 to 25-3-11, Interior(1) 25-3-11 to 36-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17; Wall dead load (5.0psf) on member(s).4-15, 9-13 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15, 13-14 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. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss B2G Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:16 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-BQjQp96F50tn9y6_3G2VzijD5uh7XiBosYLpcRzpAx9 Scale = 1:72.4 T2 T3 T2 B1 W1 W2 W2 W1 B2 B1 W3 T1 T1 W4 W4W5 ST10 ST10 ST9 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1 ST9 ST8 ST6 ST7 ST4 ST5 ST3 ST2 ST1 1 2 3 4 5 6 7 8 9 10 11 12 15 13 16 17 14 6x8 6x8 6x8 6x8 4x4 8x10 3x6 3x6 8x10 3x6 3x6 3x6 4x4 3x6 3x6 3x6 3x6 3x6 3x6 13-0-08-0-29-0-1210-10-4 10-10-4 21-8-12 10-10-8 24-1-12 2-5-0 35-0-0 10-10-4 -1-0-0 1-0-0 5-9-5 5-9-5 10-10-4 5-0-15 11-9-1 0-10-13 12-5-4 0-8-3 14-7-12 2-2-8 20-4-4 5-8-9 22-6-12 2-2-8 23-2-15 0-8-3 24-1-12 0-10-13 29-2-11 5-0-15 35-0-0 5-9-5 36-0-0 1-0-0 0-4-1312-7-40-4-1312-7-410.00 12 Plate Offsets (X,Y)-- [6:0-5-4,0-3-0], [7:0-5-0,0-3-0], [13:0-4-12,0-3-8], [15:0-4-12,0-3-8], [18:0-1-12,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.42 0.48 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.37 0.05 -0.07 (loc) 14-15 15 11 11-13 l/defl >999 >692 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 327 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E *Except* B2: 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 16, 17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1939/0-5-8 (min. 0-2-1), 11=1826/0-5-8 (min. 0-1-15), 14=464/0-5-8 (min. 0-1-8) Max Horz2=230(LC 11) Max Grav2=2002(LC 19), 11=1826(LC 1), 14=902(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2695/0, 3-4=-2372/0, 4-5=-1536/87, 5-6=-697/73, 6-7=-287/152, 7-8=-620/80, 8-9=-1705/74, 9-10=-2242/0, 10-11=-2503/0 BOT CHORD 2-15=0/2134, 14-15=0/1744, 13-14=0/1740, 11-13=0/1835 WEBS 3-15=-559/150, 4-15=0/1000, 9-13=-2/504, 10-13=-326/178, 5-16=-1220/46, 16-17=-1212/48, 8-17=-1648/18, 7-17=0/295, 6-17=-450/4 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=35ft; eave=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-2 to 2-4-14, Exterior(2N) 2-4-14 to 14-7-12, Corner(3R) 14-7-12 to 18-1-12, Exterior(2N) 18-1-12 to 20-4-4, Corner(3R) 20-4-4 to 23-10-4, Exterior(2N) 23-10-4 to 36-1-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-16, 16-17, 8-17; Wall dead load (5.0psf) on member(s).4-15, 9-13 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 14-15, 13-14 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss C1SG Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:18 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-7orBEq8Vde7VOGGNBh4z37ocEiQe?bi5JsqvgKzpAx7 Scale = 1:70.0 T2 T3 T4 B1 W1 W2 B2 B1 W3 W2 W1 T1 T2 W4 W4 W5 ST2 ST2ST1 ST1 ST3 ST4 ST5 1 2 3 4 5 6 7 8 9 10 11 14 12 15 16 27 28 13 8x10 8x10 8x10 8x10 5x8 5x8 10x10 3x6 3x6 3x6 3x6 10x10 4x4 3x6 3x6 3x6 4-10-4 4-10-4 8-8-6 3-10-2 14-3-10 5-7-4 15-9-4 1-5-10 18-1-12 2-4-8 23-0-0 4-10-4 -1-0-0 1-0-0 2-7-12 2-7-12 4-10-4 2-2-8 7-3-4 2-5-0 8-2-13 0-11-9 8-8-6 0-5-10 14-3-10 5-7-4 15-4-6 1-0-12 15-8-13 0-4-6 18-1-12 2-5-0 20-4-4 2-2-8 23-0-0 2-7-12 0-6-112-1-40-6-112-1-416.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-13], [6:0-1-5,0-1-0], [6:0-2-12,0-2-4], [7:0-2-12,0-2-4], [11:0-8-0,0-0-13], [12:0-4-12,0-4-0], [14:0-4-12,0-4-0], [17:0-1-10,0-1-0], [21:0-2-0,0-0-5] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.25 0.28 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.01 -0.03 (loc) 13-14 13-14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 251 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T4,T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=928/0-3-8 (min. 0-1-8), 2=1300/0-5-8 (min. 0-1-8), 13=667/0-5-8 (min. 0-1-8) Max Horz2=254(LC 11) Max Grav11=928(LC 1), 2=1376(LC 19), 13=1239(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1348/0, 3-4=-1346/0, 4-5=-835/82, 5-6=-425/58, 6-27=-62/291, 27-28=-62/291, 7-28=-62/291, 7-8=-420/41, 8-9=-903/65, 9-10=-1092/9, 10-11=-1227/0 BOT CHORD 2-14=-3/925, 13-14=0/687, 12-13=0/696, 11-12=0/702 WEBS 3-14=-498/76, 4-14=0/766, 5-15=-488/105, 15-16=-473/109, 8-16=-882/86, 7-16=0/260, 6-16=-389/37 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-6 to 1-10-10, Interior(1) 1-10-10 to 8-8-6, Exterior(2R) 8-8-6 to 12-11-5, Interior(1) 12-11-5 to 14-3-10, Exterior(2R) 14-3-10 to 18-3-11, Interior(1) 18-3-11 to 22-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-15, 15-16, 8-16; Wall dead load (5.0psf) on member(s).4-14, 9-12 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14, 12-13 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss C2 Truss Type Attic Qty 2 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:19 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-c?PZRA97OxFM0QrZkObCbLLn_6mtk1yEYWZTCmzpAx6 Scale = 1:70.0 T2 T3 T4 B1 W1 W2 B2 B1 W3 W2 W1 T1 T2 W4 W4 W5 1 2 3 4 5 6 7 8 9 10 11 14 12 15 16 1718 19 13 8x10 8x10 8x10 8x10 5x8 5x8 10x10 3x6 3x6 3x6 3x6 10x10 2x4 4x4 4-10-4 4-10-4 8-8-6 3-10-2 14-3-10 5-7-4 15-9-4 1-5-10 18-1-12 2-4-8 23-0-0 4-10-4 -1-0-0 1-0-0 2-7-12 2-7-12 4-10-4 2-2-8 7-3-4 2-5-0 8-2-13 0-11-9 8-8-6 0-5-10 14-3-10 5-7-4 15-4-6 1-0-12 15-8-13 0-4-6 18-1-12 2-5-0 20-4-4 2-2-8 23-0-0 2-7-12 0-6-112-1-40-6-112-1-416.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-13], [6:0-2-12,0-2-4], [7:0-2-12,0-2-4], [11:0-8-0,0-0-13], [12:0-4-12,0-4-0], [14:0-4-12,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.25 0.28 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.13 0.01 -0.03 (loc) 13-14 13-14 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 240 lb FT = 0% GRIP 137/130 LUMBER- TOP CHORD 2x10 DF SS *Except* T3: 2x6 DF 1800F 1.6E, T4,T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x8 DF SS *Except* B2: 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 5-9-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=928/0-3-8 (min. 0-1-8), 2=1300/0-5-8 (min. 0-1-8), 13=667/0-5-8 (min. 0-1-8) Max Horz2=254(LC 11) Max Grav11=928(LC 1), 2=1376(LC 19), 13=1239(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1348/0, 3-4=-1346/0, 4-5=-835/82, 5-6=-425/58, 6-17=-62/291, 17-18=-62/291, 18-19=-62/291, 7-19=-62/291, 7-8=-420/41, 8-9=-903/65, 9-10=-1092/9, 10-11=-1227/0 BOT CHORD 2-14=-3/925, 13-14=0/687, 12-13=0/696, 11-12=0/702 WEBS 3-14=-498/76, 4-14=0/766, 5-15=-488/105, 15-16=-473/109, 8-16=-882/86, 7-16=0/260, 6-16=-389/37 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-6 to 1-10-10, Interior(1) 1-10-10 to 8-8-6, Exterior(2R) 8-8-6 to 12-11-5, Interior(1) 12-11-5 to 14-3-10, Exterior(2R) 14-3-10 to 18-3-11, Interior(1) 18-3-11 to 22-10-4 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (7.0 psf) on member(s). 4-5, 8-9, 5-15, 15-16, 8-16; Wall dead load (5.0psf) on member(s).4-14, 9-12 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14, 12-13 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. 11) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job 0093-23-A Truss C3GD Truss Type ATTIC GIRDER Qty 1 Ply 4 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:20 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-4BzxfW9m9FNDdZQlI67R8YtmVV0xTThOnAJ0lCzpAx5 Scale = 1:72.7 T1 T3 T5W1 W2 B1 W3 W6 W4 W4 W5 T2 W7 T4 B2 1 2 3 4 5 6 7 8 9 10 14 13 11 15 16 17 18 19 20 126x8 8x10 8x10 8x12 MT20HS 8x10 6x8 6x16 MT20HS 5x14 10x14 MT20HS 3x6 3x6 3x6 8x10 2x4 4x4 4-10-4 4-10-4 8-8-6 3-10-2 14-3-10 5-7-4 15-9-4 1-5-10 18-1-12 2-4-8 23-0-0 4-10-4 2-7-12 2-7-12 4-10-4 2-2-8 7-3-4 2-5-0 7-7-10 0-4-6 8-8-6 1-0-13 11-6-0 2-9-10 14-3-10 2-9-10 15-4-7 1-0-13 15-8-13 0-4-6 18-1-12 2-5-0 20-4-4 2-2-8 23-0-0 2-7-12 0-6-112-1-40-6-112-1-416.00 12 Plate Offsets (X,Y)-- [1:0-2-2,0-3-0], [3:0-2-9,0-2-4], [5:0-2-12,0-2-4], [6:0-3-9,Edge], [10:0-2-2,0-3-0], [11:0-3-8,0-6-8], [14:0-10-4,0-2-8] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.97 0.61 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.37 0.01 -0.02 (loc) 12-14 12-14 10 12-14 l/defl >741 >500 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 1049 lb FT = 0% GRIP 137/130 110/93 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T3: 2x6 DF 1800F 1.6E, T2,T4: 2x10 DF SS BOT CHORD 1-1/2X11-7/8 LP-LVL 2900Fb-2.0E WEBS 2x4 DF Stud/Std *Except* W2: 2x6 DF 1800F 1.6E, W3: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (10-0-0 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=12950/0-5-8 (min. 0-3-8), 10=2857/0-3-8 (min. 0-1-8), 12=1654/0-5-8 (min. 0-1-8) Max Horz1=-232(LC 6) Max Grav1=15667(LC 2), 10=3192(LC 2), 12=2400(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-11370/0, 2-3=-12939/0, 3-4=-2253/0, 4-5=-29/1520, 5-17=0/5880, 17-18=0/5880, 6-18=0/5880, 6-7=-37/1413, 7-8=-3796/0, 8-9=-7689/0, 9-10=-7588/0 BOT CHORD 1-19=0/7059, 19-20=0/7059, 14-20=0/7059, 13-14=0/4310, 12-13=0/4310, 11-12=0/4310, 10-11=0/4630 WEBS 2-14=-5448/0, 3-14=0/13616, 4-15=-6962/0, 15-16=-6874/0, 7-16=-10432/0, 8-11=0/4885, 5-15=0/625, 6-16=0/1968, 5-16=-3434/0, 9-11=-829/0 NOTES- 1) Special connection required to distribute web loads equally between all plies. 2) 4-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, 2x10 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 1-1/2x11-7/8 - 6 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, Except member 4-7 2x4 - 1 row at 0-7-0 oc, 2x6 - 3 rows staggered at 0-4-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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) Ceiling dead load (7.0 psf) on member(s). 3-4, 7-8, 4-15, 15-16, 7-16; Wall dead load (5.0psf) on member(s).3-14, 8-11 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 12-14, 11-12 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2507 lb down at 2-0-12, and 2507 lb down at 4-0-12, and 13050 lb down at 4-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Continued on page 2 Job 0093-23-A Truss C3GD Truss Type ATTIC GIRDER Qty 1 Ply 4 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:21 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-YNXJssAOvZV4Fj?xspeggmQxFvMACwxX?q2aHfzpAx4 NOTES- 15) Attic room checked for L/360 deflection. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-84, 3-4=-98, 4-5=-84, 5-6=-84, 6-7=-84, 7-8=-98, 8-10=-84, 1-14=-14, 11-14=-34, 10-11=-14, 4-7=-14 Drag: 3-14=-10, 8-11=-10 Concentrated Loads (lb) Vert: 14=-10114(B) 19=-2280(B) 20=-2280(B) Job 0093-23-A Truss D1SG Truss Type Common Structural Gable Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:22 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-0a5h3CB0gsdxtta8QW9vDzzJpJq8xTQhEUo7p5zpAx3 Scale = 1:70.6 T1 T1 B1 W3 W2 W1W2W1 HW1 HW1 ST2 ST3 ST1 ST2 ST3 ST1 1 2 3 4 5 6 7 12 11 10 9 8 4x4 4x4 4x4 3x8 3x4 3x4 4-2-12 4-2-12 4-5-8 0-2-12 8-0-0 3-6-8 11-6-8 3-6-8 11-9-4 0-2-12 16-0-0 4-2-12 -1-0-0 1-0-0 4-2-12 4-2-12 8-0-0 3-9-4 11-9-4 3-9-4 16-0-0 4-2-12 17-0-0 1-0-0 0-6-111-2-10-6-116.00 12 Plate Offsets (X,Y)-- [2:0-1-7,0-2-0], [3:0-1-0,0-1-8], [5:0-1-0,0-1-8], [6:0-1-7,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.15 0.12 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.00 -0.00 (loc) 10 10-11 6 6-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 139 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std WEDGE Left: 2x4 DF Stud/Std , Right: 2x4 DF Stud/Std 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 4-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 4-5-8. (lb) - Max Horz2=252(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 2, 6, 9, 11, 12, 8 Max Grav All reactions 250 lb or less at joint(s) 12, 8 except 2=373(LC 1), 6=373(LC 1), 9=433(LC 1), 9=433(LC 1), 11=433(LC 1), 11=433(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-314/101, 3-4=-320/129, 4-5=-320/129, 5-6=-302/48 WEBS 5-9=-392/111, 3-11=-392/111 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-6 to 1-10-10, Interior(1) 1-10-10 to 8-0-0, Exterior(2R) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 17-1-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 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) 2, 6, 9, 11, 12, 8. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 0093-23-A Truss E1 Truss Type ROOF SPECIAL Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:23 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Umf4HYCeRAloU19KzEg8mBVS6j8IgzGqT8XgLXzpAx2 Scale = 1:52.1 T1 T1 B1 W1 2 3 4 6 1 5 8x10 5x6 5x6 2x4 0-10-8 0-10-8 3-4-15 2-6-7 6-10-8 3-5-9 10-4-1 3-5-9 12-10-8 2-6-7 13-9-0 0-10-8 3-4-15 3-4-15 6-10-8 3-5-9 10-4-1 3-5-9 13-9-0 3-4-15 9-2-03-4-916.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.31 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.32 -0.04 (loc) 4-6 4-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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. JOINTS 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=649/1-0-0 (min. 0-6-13), 5=649/1-0-0 (min. 0-6-13) Max Horz1=-177(LC 10) Max Uplift1=-23(LC 12), 5=-23(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/96, 2-3=-616/46, 3-4=-616/46, 4-5=-469/96 BOT CHORD 2-6=-12/605, 4-6=-12/605 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-6-0, Interior(1) 3-6-0 to 6-10-8, Exterior(2R) 6-10-8 to 9-10-8, Interior(1) 9-10-8 to 13-3-4 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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) Bearing at joint(s) 1, 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) 1, 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 0093-23-A Truss E2 Truss Type ROOF SPECIAL Qty 3 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:23 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Umf4HYCeRAloU19KzEg8mBVS6j8IgzGqT8XgLXzpAx2 Scale = 1:52.1 T1 T1 B1 W1 2 3 4 6 1 5 8x10 5x6 5x6 2x4 0-10-8 0-10-8 3-4-15 2-6-7 6-10-8 3-5-9 10-4-1 3-5-9 12-10-8 2-6-7 13-9-0 0-10-8 3-4-15 3-4-15 6-10-8 3-5-9 10-4-1 3-5-9 13-9-0 3-4-15 9-2-03-4-916.00 12 Plate Offsets (X,Y)-- [3:0-2-8,0-4-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.31 0.25 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.15 0.32 -0.04 (loc) 4-6 4-6 5 2-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x10 DF SS BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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. JOINTS 1 Brace at Jt(s): 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 1=649/1-0-0 (min. 0-6-13), 5=649/1-0-0 (min. 0-6-13) Max Horz1=-177(LC 10) Max Uplift1=-23(LC 12), 5=-23(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-499/96, 2-3=-616/46, 3-4=-616/46, 4-5=-469/96 BOT CHORD 2-6=-12/605, 4-6=-12/605 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-5-12 to 3-6-0, Interior(1) 3-6-0 to 6-10-8, Exterior(2R) 6-10-8 to 9-10-8, Interior(1) 9-10-8 to 13-3-4 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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) Bearing at joint(s) 1, 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) 1, 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 0093-23-A Truss F1GD Truss Type Flat Girder Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:25 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Q8mqiDDuzn?WkLIj5ficrcboUWrD8mN7wS0nQQzpAx0 Scale = 1:46.3 W1 T1 W1 B1 W2 W1 W2 W1 W2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 2x4 3x4 2x4 4x4 3x8 2x4 2x4 3x8 4-4-9 4-4-9 8-7-7 4-2-13 13-0-0 4-4-9 4-4-9 4-4-9 8-7-7 4-2-13 13-0-0 4-4-9 8-3-0Plate Offsets (X,Y)-- [5:0-1-12,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.32 0.16 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.03 0.00 0.01 (loc) 6-7 6-7 5 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.): 1-4, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-8, 4-5 REACTIONS.(lb/size) 8=1973/Mechanical, 5=1799/Mechanical Max Horz8=-200(LC 4) Max Uplift8=-447(LC 4), 5=-408(LC 5) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-1549/352, 1-2=-765/203, 2-3=-765/203 BOT CHORD 7-11=-225/757, 11-12=-225/757, 6-12=-225/757, 6-13=-225/757, 13-14=-225/757, 5-14=-225/757 WEBS 1-7=-367/1567, 2-7=-362/119, 3-6=-204/985, 3-5=-1556/366 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 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=447, 5=408. 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. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 422 lb down and 100 lb up at 1-0-12, 421 lb down and 101 lb up at 3-0-12, 421 lb down and 101 lb up at 5-0-12, 421 lb down and 101 lb up at 7-0-12, and 421 lb down and 101 lb up at 9-0-12, and 421 lb down and 101 lb up at 11-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 0093-23-A Truss F1GD Truss Type Flat Girder Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:25 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Q8mqiDDuzn?WkLIj5ficrcboUWrD8mN7wS0nQQzpAx0 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-84, 5-8=-14 Concentrated Loads (lb) Vert: 9=-422(B) 10=-421(B) 11=-421(B) 12=-421(B) 13=-421(B) 14=-421(B) Job 0093-23-A Truss G1SG Truss Type Common Structural Gable Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:25 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Q8mqiDDuzn?WkLIj5ficrcbnNWsD8sk7wS0nQQzpAx0 Scale = 1:18.6 T1 T1 B1 W1 ST1 ST1 1 2 3 4 5 6 11 12 13 14 4x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 4-0-0 4-0-0 8-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-30-4-36.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.32 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-6 4-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=479/0-3-8 (min. 0-1-8), 4=479/0-3-8 (min. 0-1-8) Max Horz2=33(LC 13) Max Uplift2=-53(LC 14), 4=-53(LC 14) Max Grav2=650(LC 19), 4=650(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-516/101, 11-12=-403/105, 3-12=-382/112, 3-13=-382/112, 13-14=-403/105, 4-14=-516/101 BOT CHORD 2-6=-19/338, 4-6=-19/338 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 9-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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) 2, 4. 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 0093-23-A Truss G2 Truss Type Common Qty 4 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:26 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-uLKCvZEWk57MLUtvfMDrNp7y7wBStJ_G96mLyszpAx? Scale = 1:18.6 T1 T1 B1 W1 1 2 3 4 5 6 7 8 9 10 4x4 3x4 3x4 2x4 4-0-0 4-0-0 8-0-0 4-0-0 -1-0-0 1-0-0 4-0-0 4-0-0 8-0-0 4-0-0 9-0-0 1-0-0 0-4-32-4-30-4-36.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.32 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 0.00 0.00 (loc) 4-6 4-6 4 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=479/0-3-8 (min. 0-1-8), 4=479/0-3-8 (min. 0-1-8) Max Horz2=-33(LC 12) Max Uplift2=-53(LC 14), 4=-53(LC 14) Max Grav2=650(LC 19), 4=650(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-516/101, 7-8=-403/105, 3-8=-382/112, 3-9=-382/112, 9-10=-403/105, 4-10=-516/101 BOT CHORD 2-6=-19/338, 4-6=-19/338 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 4-0-0, Exterior(2R) 4-0-0 to 7-0-0, Interior(1) 7-0-0 to 9-0-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 0093-23-A Truss G2GD Truss Type Common Girder Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:27 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-NXua7vF9VOFDzeS5C4l4w1g8FKQcccYQOmVuUIzpAx_ Scale: 3/4"=1' T1 T1 B1 W1 1 2 3 45 6 73x8 4x4 3x8 3x8 4-0-0 4-0-0 8-0-0 4-0-0 4-0-0 4-0-0 8-0-0 4-0-0 0-4-32-4-30-4-36.00 12 Plate Offsets (X,Y)-- [4:0-4-12,0-1-8] LOADING (psf) TCLL (Roof Snow=35.0) 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-P 0.30 0.55 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.07 0.01 0.01 (loc) 1-4 1-4 3 1-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x6 DF 1800F 1.6E WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 1=2697/Mechanical, 3=2437/Mechanical Max Horz1=25(LC 26) Max Uplift1=-168(LC 10), 3=-156(LC 10) Max Grav1=2781(LC 14), 3=2522(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4268/264, 2-3=-4268/264 BOT CHORD 1-5=-209/3750, 5-6=-209/3750, 4-6=-209/3750, 4-7=-209/3750, 3-7=-209/3750 WEBS 2-4=-175/3393 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 0-7-0 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=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=168, 3=156. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1037 lb down and 65 lb up at 1-9-12, 1108 lb down and 79 lb up at 3-0-12, and 1108 lb down and 79 lb up at 4-0-12, and 1108 lb down and 79 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-84, 2-3=-84, 1-3=-14 Continued on page 2 Job 0093-23-A Truss G2GD Truss Type Common Girder Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:28 2023 Page 2 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-rjSzKFFnGiN4bo1ImnGJSECJ?kmrL3oZcQFR0lzpAwz LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-1108(F) 5=-1037(F) 6=-1108(F) 7=-1108(F) Job 0093-23-A Truss M1 Truss Type Monopitch Qty 3 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:28 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-rjSzKFFnGiN4bo1ImnGJSECJbko4LB5ZcQFR0lzpAwz Scale = 1:25.9 T1 W2 B1 W1 1 2 3 4 5 7 6 8 9 10 2x4 3x6 3x4 2x4 8-0-0 8-0-0 -1-0-0 1-0-0 4-1-8 4-1-8 8-0-0 3-10-8 0-4-34-4-36.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.26 0.40 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.01 0.00 (loc) 2-7 2-7 7 2 l/defl >528 >311 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=391/Mechanical, 2=480/0-3-8 (min. 0-1-8) Max Horz2=114(LC 11) Max Uplift7=-25(LC 14), 2=-50(LC 14) Max Grav7=592(LC 19), 2=614(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-703/118, 8-9=-625/120, 3-9=-516/128 BOT CHORD 2-7=-213/552 WEBS 3-7=-627/203 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 1-11-3, Interior(1) 1-11-3 to 8-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 0093-23-A Truss N1 Truss Type Jack-Closed Qty 6 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:29 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-Jw0LXbGP10VxCycUKVnY?SlL789R4eKjr3_?YBzpAwy Scale = 1:47.4 T1 W2 B1 W1 1 2 3 4 5 6 7 3x4 4x4 4x4 2x4 9-5-0 9-5-0 -1-0-0 1-0-0 4-8-11 4-8-11 9-5-0 4-8-5 0-4-138-3-010.00 12 Plate Offsets (X,Y)-- [2:0-1-13,0-2-3], [5:0-1-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.85 0.33 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.27 0.00 -0.05 (loc) 2-5 2-5 5 2-5 l/defl >676 >397 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 50 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std 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 4-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=435/Mechanical, 2=562/0-5-8 (min. 0-1-8) Max Horz2=223(LC 9) Max Uplift5=-87(LC 9), 2=-48(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-440/45, 3-6=-367/67 BOT CHORD 2-5=-226/277 WEBS 3-5=-331/207 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-1-2 to 1-10-14, Interior(1) 1-10-14 to 9-3-4 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5, 2. 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 0093-23-A Truss P1 Truss Type Roof Special Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:31 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-FI85yHIfZdmfSGmsRvp04tqnDxp1YNH?INT5c4zpAww Scale = 1:76.6 T1 T2 T3 T4 B1 B2 B3 W1 W2 W3 W4 W6 W7 W8 W9 W5 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 2324 12x12 8x10 5x6 3x4 4x4 3x6 7x8 4x4 2x4 7x8 8x10 3x4 3x4 3x4 4x4 8-2-12 8-2-12 9-10-1 1-7-5 14-6-8 4-8-7 17-2-8 2-8-0 18-7-12 1-5-3 28-4-4 9-8-9 31-0-0 2-7-12 -1-0-0 1-0-0 4-4-10 4-4-10 8-2-12 3-10-2 9-10-1 1-7-5 14-6-8 4-8-7 17-2-8 2-8-0 18-7-12 1-5-3 23-6-0 4-10-4 28-4-4 4-10-4 31-0-0 2-7-12 0-4-35-3-312-7-40-4-310-0-1012-7-46.00 12 10.00 12 Plate Offsets (X,Y)-- [2:0-1-8,Edge], [4:0-2-0,0-2-0], [5:0-6-0,0-3-0], [7:0-5-6,Edge], [8:0-7-8,0-3-4], [10:0-3-0,0-2-1], [11:0-0-7,0-2-12], [14:0-1-12,0-1-12], [15:0-3-8,0-2-0] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.43 0.45 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.30 0.23 0.06 (loc) 7 12-13 11 7 l/defl >999 >922 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 185 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* T2: 2x10 DF SS, T3: 2x6 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr *Except* B2: 2x4 DF Stud/Std WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 8-10. BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=794/Mechanical, 2=-360/0-3-8 (min. 0-1-8), 16=2652/0-5-8 (min. 0-3-3) Max Horz2=244(LC 14) Max Uplift11=-51(LC 14), 2=-822(LC 35), 16=-319(LC 14) Max Grav11=1051(LC 34), 2=229(LC 38), 16=3008(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-468/2049, 3-17=-454/2093, 3-4=-505/2289, 4-5=-349/1382, 6-18=-123/254, 6-19=-536/31, 7-19=-494/37, 7-8=-1937/98, 8-20=-1865/162, 20-21=-1851/163, 9-21=-1843/163, 9-22=-1217/109, 22-23=-1216/109, 23-24=-1215/109, 10-24=-1215/109, 10-11=-1642/99 BOT CHORD 2-16=-1813/191, 15-16=-2020/273, 14-15=-1234/178, 6-14=-1261/204, 7-13=-110/1823, 12-13=-157/2348, 11-12=-48/1255 WEBS 3-16=-568/93, 4-16=-2706/398, 4-15=-261/2169, 5-15=-2119/263, 8-13=0/423, 9-13=-546/118, 9-12=-1236/141, 10-12=0/602, 5-14=-257/1794 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-13 to 2-0-7, Interior(1) 2-0-7 to 18-7-12, Exterior(2R) 18-7-12 to 21-8-15, Interior(1) 21-8-15 to 28-4-4, Exterior(2E) 28-4-4 to 30-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 2=822, 16=319. 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 0093-23-A Truss P2SG Truss Type Roof Special Structural Gable Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:32 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-jVhTAdJHKxuW3PL3?dKFd4Nv3L8LHuf9X1Df9WzpAwv Scale = 1:42.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 ST5ST4 ST3 ST2 ST1 B21 2 3 4 5 6 7 11 10 9 8 22 23 24 25 26 27 4x4 3x4 3x6 4x6 3x4 3x4 5x8 3x8 7-0-10 7-0-10 13-3-8 6-2-14 15-6-0 2-2-8 23-0-0 7-6-0 -1-0-0 1-0-0 7-0-10 7-0-10 13-3-8 6-2-14 15-6-0 2-2-8 19-0-11 3-6-11 23-0-0 3-11-6 0-3-154-9-26-7-30-4-34.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-8], [7:0-0-7,0-2-12] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.61 0.57 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.07 0.05 (loc) 2-11 2-11 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=1110/Mechanical, 2=1223/0-5-8 (min. 0-1-8) Max Horz2=107(LC 13) Max Uplift7=-65(LC 14), 2=-99(LC 14) Max Grav7=1122(LC 20), 2=1333(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2913/286, 22-23=-2822/293, 3-23=-2809/303, 3-24=-1815/225, 4-24=-1715/233, 4-5=-1441/239, 5-25=-1271/218, 6-25=-1314/200, 6-26=-1347/216, 26-27=-1423/208, 7-27=-1529/206 BOT CHORD 2-11=-238/2665, 10-11=-238/2665, 9-10=-238/2665, 8-9=-107/1641, 7-8=-108/1116 WEBS 3-11=0/252, 3-9=-1353/140, 4-9=-19/500, 4-8=-1494/200, 5-8=-217/1502, 6-8=-429/124 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 15-6-0, Exterior(2R) 15-6-0 to 18-6-0, Interior(1) 18-6-0 to 22-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 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 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) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 0093-23-A Truss P3 Truss Type Roof Special Qty 2 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:33 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-BhFsNzJv5E0NhZvFZKrU9Iw4olTa0LvImhyChyzpAwu Scale = 1:42.3 T1 T2 T3 B1 W1 W2 W3 W4 W5 W6 B21 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 4x4 3x4 3x6 4x6 3x4 2x4 3x4 5x8 3x8 2x4 7-0-10 7-0-10 13-3-8 6-2-14 15-6-0 2-2-8 23-0-0 7-6-0 -1-0-0 1-0-0 7-0-10 7-0-10 13-3-8 6-2-14 15-6-0 2-2-8 19-0-11 3-6-11 23-0-0 3-11-6 0-3-154-9-26-7-30-4-34.00 12 10.00 12 Plate Offsets (X,Y)-- [4:0-6-4,0-2-8], [7:0-0-7,0-2-12] LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.61 0.57 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.24 0.07 0.05 (loc) 2-11 2-11 7 11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 3-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=1110/Mechanical, 2=1223/0-5-8 (min. 0-1-8) Max Horz2=107(LC 13) Max Uplift7=-65(LC 14), 2=-99(LC 14) Max Grav7=1122(LC 20), 2=1333(LC 33) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-2913/286, 12-13=-2822/293, 3-13=-2809/303, 3-14=-1815/225, 4-14=-1715/233, 4-5=-1441/239, 5-15=-1271/218, 6-15=-1314/200, 6-16=-1347/216, 16-17=-1423/208, 7-17=-1529/206 BOT CHORD 2-11=-238/2665, 10-11=-238/2665, 9-10=-238/2665, 8-9=-107/1641, 7-8=-108/1116 WEBS 3-11=0/252, 3-9=-1353/140, 4-9=-19/500, 4-8=-1494/200, 5-8=-217/1502, 6-8=-429/124 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 15-6-0, Exterior(2R) 15-6-0 to 18-6-0, Interior(1) 18-6-0 to 22-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 2. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 0093-23-A Truss PB01 Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:34 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-ftpEbIKYsY8EJjUR72NjiVSOI9xSlyHS?LimDPzpAwt Scale = 1:25.8 T1 T1 B1 ST2 ST1 ST1 2 3 4 5 6 10 9 8 1 11 12 7 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 -0-0-44-0-54-0-90-1-00-1-810.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.05 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-8-9. (lb) - Max Horz1=-63(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB02 Truss Type Piggyback Qty 4 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:35 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-84NcoeLAcsG5wt3egluyFj?VEYGZUO9bD?RJmrzpAws Scale = 1:25.3 T1 T1 B1 ST1 12 3 4 5 6 7 8 4x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 0-4-133-11-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.30 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=284/8-5-6 (min. 0-1-8), 4=284/8-5-6 (min. 0-1-8), 6=321/8-5-6 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-44(LC 12), 4=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB03 Truss Type Piggyback Qty 2 Ply 3 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:36 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-cGx_?_MoN9OyY1eqETPBnwYj4ydmDsDkSfBsIHzpAwr Scale = 1:25.3 T1 T1 B1 ST1 12 3 4 5 6 7 8 4x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 0-4-133-11-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.10 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 98 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=284/8-5-6 (min. 0-1-8), 4=284/8-5-6 (min. 0-1-8), 6=321/8-5-6 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-44(LC 12), 4=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) 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) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB04 Truss Type Piggyback Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:37 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-4SVMDKMQ8TWpABD0oAwQK84t3MzmyJJuhJwQqjzpAwq Scale = 1:25.3 T1 T1 B1 ST1 12 3 4 5 6 7 8 4x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 0-4-133-11-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.15 0.05 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 66 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=284/8-5-6 (min. 0-1-8), 4=284/8-5-6 (min. 0-1-8), 6=321/8-5-6 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-44(LC 12), 4=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 7) 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) 2, 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB05 Truss Type GABLE Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:40 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-U1AVrMPJROuN1eybTIU7ymiOyZ_j9fcKNH94R2zpAwn Scale = 1:26.9 T1 T2 T3 B1 ST2 ST1 2 3 4 5 6 9 8 1 10 11 12 7 3x4 4x4 3x4 3x4 2x4 2x4 2x4 13-8-3 13-8-3 6-7-7 6-7-7 8-9-15 2-2-8 13-8-3 4-10-4 -0-0-42-2-44-0-54-0-90-1-00-1-84.00 12 10.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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-R 0.17 0.03 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 87 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.All bearings 13-8-3. (lb) - Max Horz1=63(LC 13) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 6, 8, 9 except 7=-607(LC 35) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 2=373(LC 33), 6=1095(LC 35), 8=575(LC 32), 9=500(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-78/297, 6-12=-323/149, 6-7=-125/366 WEBS 5-8=-515/169, 3-9=-440/119 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-6-11 to 3-6-11, Interior(1) 3-6-11 to 8-9-15, Exterior(2R) 8-9-15 to 11-9-15, Interior(1) 11-9-15 to 13-5-0 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 4) 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. 5) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 4-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 6, 8, 9 except (jt=lb) 7=607. 12) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB06 Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:41 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-yDkt3iQxCi0EfoXn10?MU_FbXzK5u60UcxudzVzpAwm Scale = 1:25.8 T1 T1 B1 ST2 ST1 ST1 2 3 4 5 6 10 9 8 1 11 12 7 4x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 -0-0-44-0-54-0-90-1-00-1-810.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.05 0.02 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 6 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 37 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 9-8-9. (lb) - Max Horz1=-63(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 2, 6, 10, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 7, 2, 6, 9, 10, 8 FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) 1, 7, 2, 6, 10, 8. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB07 Truss Type Piggyback Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:42 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-QQIFG2QZz?85Gy6_bjWb1Bol?NgFdZZdqbeBVxzpAwl Scale: 3/4"=1' T1 T1 B1 ST1 1 2 3 4 5 6 4x4 2x4 2x4 2x4 5-8-9 5-8-9 2-10-4 2-10-4 5-8-9 2-10-4 0-4-132-3-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=166/4-5-6 (min. 0-1-8), 4=166/4-5-6 (min. 0-1-8), 6=166/4-5-6 (min. 0-1-8) Max Horz2=36(LC 11) Max Uplift2=-29(LC 12), 4=-29(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB08 Truss Type Piggyback Qty 12 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:43 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-vcsdUNRBkJGyu6gA8R1qZPKwln0UM0pm3FNk2NzpAwk Scale: 3/4"=1' T1 T1 B1 ST1 1 2 3 4 5 6 4x4 2x4 2x4 2x4 5-8-9 5-8-9 2-10-4 2-10-4 5-8-9 2-10-4 0-4-132-3-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.03 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 18 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=166/4-5-6 (min. 0-1-8), 4=166/4-5-6 (min. 0-1-8), 6=166/4-5-6 (min. 0-1-8) Max Horz2=36(LC 11) Max Uplift2=-29(LC 12), 4=-29(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB10 Truss Type Piggyback Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:44 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-NoQ0hjSpVdOpWGFMi8Y36ct2zBLg5SNwIv7IapzpAwj Scale = 1:25.3 T1 T1 B1 ST1 12 3 4 5 6 7 8 4x4 2x4 2x4 2x4 9-8-9 9-8-9 4-10-4 4-10-4 9-8-9 4-10-4 0-4-133-11-10-1-80-4-130-1-810.00 12 Plate Offsets (X,Y)-- [2:0-2-1,0-1-0], [4:0-2-1,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.30 0.09 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 5 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 33 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=284/8-5-6 (min. 0-1-8), 4=284/8-5-6 (min. 0-1-8), 6=321/8-5-6 (min. 0-1-8) Max Horz2=-63(LC 10) Max Uplift2=-44(LC 12), 4=-44(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-3-3 to 3-3-3, Interior(1) 3-3-3 to 4-10-4, Exterior(2R) 4-10-4 to 7-10-4, Interior(1) 7-10-4 to 9-5-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB12 Truss Type Piggyback Qty 1 Ply 2 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:45 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-r?_Ou3TRGwWg7PqZGs3IfqQHiah8qwY3XZsr6GzpAwi Scale = 1:24.6 T1 T1 B1 ST1 1 2 3 4 5 6 4x4 2x4 2x4 2x4 5-7-4 5-7-4 2-9-10 2-9-10 5-7-4 2-9-10 0-6-13-7-50-1-80-6-10-1-816.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-0], [4:0-2-12,0-1-0] LOADING (psf) TCLL (Roof Snow=35.0) 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 0.04 0.01 0.01 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 4 4 4 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 45 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 2=182/4-7-14 (min. 0-1-8), 4=182/4-7-14 (min. 0-1-8), 6=137/4-7-14 (min. 0-1-8) Max Horz2=-72(LC 10) Max Uplift2=-25(LC 12), 4=-25(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. 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=24ft; eave=4ft; Cat. II; Exp B; 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=1.60 plate grip DOL=1.60 4) TCLL: ASCE 7-16; Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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) 2, 4. 9) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB13 Truss Type GABLE Qty 1 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:46 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-JBYm6PT31EeXlZPlqZaXB1yQo_19ZNdDlDcOeizpAwh Scale = 1:25.2 T1 T1 B1 ST1 2 3 4 6 1 5 4x4 2x4 2x4 2x4 5-7-4 5-7-4 2-9-10 2-9-10 5-7-4 2-9-10 -0-0-43-8-93-8-130-1-00-1-816.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 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 5-7-4. (lb) - Max Horz1=-72(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-253(LC 18), 5=-206(LC 19), 2=-155(LC 12), 4=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=410(LC 18), 4=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 1, 206 lb uplift at joint 5, 155 lb uplift at joint 2 and 155 lb uplift at joint 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard Job 0093-23-A Truss PB14 Truss Type GABLE Qty 2 Ply 1 Gunderson- Job Reference (optional) Run: 8.600 s Jun 23 2022 Print: 8.600 s Jun 23 2022 MiTek Industries, Inc. Thu Feb 2 11:15:47 2023 Page 1 ID:ehlyE_mzavb8mx_vzUMcXVzpD1t-nN58JlUioYnONj_xNG6mkFVbYONOIqtM_tLyB8zpAwg Scale = 1:25.2 T1 T1 B1 ST1 2 3 4 6 1 5 4x4 2x4 2x4 2x4 5-7-4 5-7-4 2-9-10 2-9-10 5-7-4 2-9-10 -0-0-43-8-93-8-130-1-00-1-816.00 12 LOADING (psf) TCLL (Roof Snow=35.0) 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 0.08 0.03 0.02 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-4 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 5-7-4. (lb) - Max Horz1=-72(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=-253(LC 18), 5=-206(LC 19), 2=-155(LC 12), 4=-155(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 6 except 2=410(LC 18), 4=372(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; 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=1.60 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 B; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 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) Bearing at joint(s) 1, 5, 2, 4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at joint 1, 206 lb uplift at joint 5, 155 lb uplift at joint 2 and 155 lb uplift at joint 4. 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) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. LOAD CASE(S) Standard