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Home My WebLink AboutTRUSS SPECS - 21-00282 - 1110 Monroe Dr - New SFRJob B0331-21 Truss A1G Truss Type GABLE Qty 2 Ply 1 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:13 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-ySvoiK25YrtEj4z5ECFc0bBh1DI_dmswAjIfPtzaLda Scale = 1:65.9 T2 T2 B1 B2 W3 W2 W1 B1 W3 W2W1 W4 W5 T1 T1 ST4 ST2 ST3 ST1 ST4 ST2 ST3 ST11 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 29 30 31 32 10x10 6x8 10x10 4x4 8x12 MT20HS 3x6 4x4 3x6 4x6 4x6 3x6 3x6 3x6 3x6 8x12 MT20HS 14-0-0 4- 9 - 1 3 7- 1 - 1 4 5-8-2 5-8-2 10-3-12 4-7-10 24-7-4 14-3-8 29-2-14 4-7-10 34-11-0 5-8-2 5-8-2 5-8-2 10-3-12 4-7-10 13-6-3 3-2-7 14-8-9 1-2-6 17-5-8 2-8-15 20-2-7 2-8-15 21-4-13 1-2-6 24-7-4 3-2-7 29-2-14 4-7-10 34-11-0 5-8-2 0- 2 - 4 10 - 4 - 8 0- 2 - 4 7.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-2-2], [4:0-1-12,0-0-0], [6:0-1-12,0-0-0], [9:0-0-4,0-2-2], [11:0-6-0,Edge], [12:0-6-0,Edge] 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 0.78 0.77 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.52 -0.00 -0.01 (loc) 11-12 9 11 11-12 l/defl >790 >229 n/a >999 L/d 360 180 n/a 240 PLATES MT20 MT20HS Weight: 258 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x8 DF SS *Except* 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* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr OTHERS 2x4 DF Stud/Std BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.). BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 5, 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.All bearings 17-5-8. (lb) - Max Horz1=-154(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 15 except 14=-236(LC 20), 13=-737(LC 18) Max Grav All reactions 250 lb or less at joint(s) 1, 15 except 12=2317(LC 22), 14=325(LC 18), 11=2257(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-98/301, 2-3=-53/672, 3-29=-331/119, 4-5=-1138/59, 5-6=-1186/65, 7-8=-47/728, 8-9=-17/598 BOT CHORD 11-12=-425/132, 10-11=-417/41, 9-10=-422/40 WEBS 7-11=-1800/98, 3-12=-1392/98, 2-12=-257/88, 2-14=-91/299, 4-16=0/1625, 6-16=0/1625 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) 0-5-8 to 3-11-7, Interior(1) 3-11-7 to 17-5-8, Exterior(2R) 17-5-8 to 20-11-6, Interior(1) 20-11-6 to 34-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) All plates are MT20 plates unless otherwise indicated. 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, 6-7, 4-16, 6-16; Wall dead load (5.0psf) on member(s).7-11, 3-12 11) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 11-12 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 15 except (jt=lb) 14=236, 13=737. 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) 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. Continued on page 2 Job B0331-21 Truss A1G Truss Type GABLE Qty 2 Ply 1 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:13 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-ySvoiK25YrtEj4z5ECFc0bBh1DI_dmswAjIfPtzaLda LOAD CASE(S) Standard Job B0331-21 Truss A2 Truss Type Attic Qty 15 Ply 1 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:14 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-QeTAvg3jJ9?4LEXHowmrYpksVdb5MGv4PN1CyJzaLdZ Scale = 1:67.7 T2 T2 B1 W3 W2 W3 W2 B2 B1 W4 W5 T1 T1W1W1 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 1617 18 10x10 6x8 10x10 3x8 8x12 MT20HS 3x8 8x12 MT20HS 3x8 3x8 3x6 3x6 2x4 2x4 2x4 14-0-0 4- 1 1 - 1 4 7- 1 - 1 4 5-7-14 5-7-14 10-3-12 4-7-14 17-5-8 7-1-12 24-7-4 7-1-12 29-3-2 4-7-14 34-11-0 5-7-14 -2-0-0 2-0-0 5-7-14 5-7-14 10-3-12 4-7-14 13-2-11 2-10-15 14-5-1 1-2-6 17-5-8 3-0-7 20-5-15 3-0-7 21-8-5 1-2-6 24-7-4 2-10-15 29-3-2 4-7-14 34-11-0 5-7-14 36-11-0 2-0-0 0- 4 - 5 10 - 6 - 8 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [2:0-2-3,0-1-8], [4:0-6-0,0-0-8], [5:0-0-8,0-0-0], [6:0-4-0,0-3-4], [7:0-0-8,0-0-0], [8:0-6-0,0-0-8], [10:0-2-3,0-1-8], [13:0-6-0,Edge], [14:0-6-0,Edge] 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 0.80 0.84 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.81 0.08 -0.09 (loc) 13-14 13-14 10 14-15 l/defl >792 >508 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 244 lb FT = 0% GRIP 220/195 165/146 LUMBER- TOP CHORD 2x8 DF SS *Except* 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* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-2-13 oc bracing: 13-14. JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=2179/0-5-8 (min. 0-2-7), 10=2179/0-5-8 (min. 0-2-7) Max Horz2=-176(LC 12) Max Grav2=2302(LC 23), 10=2302(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3808/0, 3-4=-3412/0, 4-17=-2644/0, 5-17=-2509/0, 5-6=0/694, 6-7=0/694, 7-18=-2510/0, 8-18=-2646/0, 8-9=-3414/0, 9-10=-3809/0 BOT CHORD 2-15=0/3334, 14-15=0/3343, 13-14=0/2768, 12-13=0/3212, 10-12=0/3203 WEBS 8-13=0/1304, 9-13=-942/71, 4-14=0/1305, 3-14=-942/71, 5-16=-3581/0, 7-16=-3581/0, 6-16=0/321, 3-15=-313/135, 9-12=-313/135 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) -2-0-14 to 1-5-0, Interior(1) 1-5-0 to 17-5-8, Exterior(2R) 17-5-8 to 20-10-12, Interior(1) 20-10-12 to 36-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Ceiling dead load (7.0 psf) on member(s). 4-5, 7-8, 5-16, 7-16; Wall dead load (5.0psf) on member(s).8-13, 4-14 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-14 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) Attic room checked for L/360 deflection. LOAD CASE(S) Standard Job B0331-21 Truss A3GD Truss Type ATTIC GIRDER Qty 2 Ply 3 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:15 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-uq1Y7?3L4S7xzO6UMdH450H1i11t5k8De1nmUlzaLdY Scale = 1:71.5 T2 T2 W3 W2 W1 W3 W2 W1 B1 W4 W5 T1 T1 B3B2 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 1819 20 10x10 6x8 10x10 3x8 10x10 3x6 3x8 10x10 3x6 5x8 6x8 3x6 3x6 2x4 6x8 5x8 14-0-0 7- 1 - 1 4 5-7-14 5-7-14 10-3-12 4-7-14 17-5-8 7-1-12 24-7-4 7-1-12 29-3-2 4-7-14 34-11-0 5-7-14 -2-0-0 2-0-0 5-7-14 5-7-14 10-3-12 4-7-14 13-2-11 2-10-15 14-5-1 1-2-6 17-5-8 3-0-7 20-5-15 3-0-7 21-8-5 1-2-6 24-7-4 2-10-15 29-3-2 4-7-14 34-11-0 5-7-14 36-11-0 2-0-0 0- 4 - 5 10 - 6 - 8 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-1-11], [4:0-5-8,0-0-12], [8:0-5-8,0-0-12], [10:0-4-0,0-1-11], [13:0-3-8,0-7-0], [16:0-3-8,0-7-0] 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 4-0-0 1.15 1.15 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-R 0.77 0.48 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.55 0.04 0.06 (loc) 13-16 13-16 10 13-16 l/defl >999 >756 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 818 lb FT = 0% GRIP 220/195 LUMBER- TOP CHORD 2x8 DF SS *Except* T1: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BOT CHORD 2x10 DF SS WEBS 2x4 DF Stud/Std *Except* W4: 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr BRACING- TOP CHORD 2-0-0 oc purlins (6-0-0 max.) (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): 6, 18 REACTIONS.(lb/size) 2=4363/0-5-8 (min. 0-1-11), 10=4363/0-5-8 (min. 0-2-0) Max Horz2=-351(LC 12) Max Grav2=4810(LC 23), 10=5693(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/369, 2-3=-7826/0, 3-4=-7685/0, 4-19=-5857/0, 5-19=-5586/0, 5-6=0/1732, 6-7=0/1807, 7-20=-5531/0, 8-20=-5801/0, 8-9=-7773/0, 9-10=-9110/0, 10-11=0/369 BOT CHORD 2-17=0/6937, 16-17=0/6986, 15-16=0/6171, 14-15=0/6171, 13-14=0/6171, 12-13=0/7792, 10-12=0/7799 WEBS 8-13=0/3434, 9-13=-2429/187, 9-12=-863/427, 4-16=0/3060, 3-16=-1788/187, 3-17=-1479/117, 5-18=-8166/0, 7-18=-8166/0, 6-18=0/717 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x10 - 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=35ft; eave=4ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Exterior(2E) -2-0-14 to 1-5-0, Interior(1) 1-5-0 to 17-5-8, Exterior(2R) 17-5-8 to 20-10-12, Interior(1) 20-10-12 to 36-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 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. 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). 4-5, 7-8, 5-18, 7-18; Wall dead load (5.0psf) on member(s).8-13, 4-16 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (10.0 psf) applied only to room. 13-16 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Load case(s) 2, 3, 4, 19, 22, 23, 24, 25, 26 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. Continued on page 2 Job B0331-21 Truss A3GD Truss Type ATTIC GIRDER Qty 2 Ply 3 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:16 2021 Page 2 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-M0bwKL4_rmFoaYhgwLoJdEpCSRN6qAONshWJ0CzaLdX NOTES- 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-168, 4-5=-196, 5-6=-168, 6-7=-168, 7-8=-196, 8-11=-168, 2-16=-28, 13-16=-68, 10-13=-28, 5-7=-28 Drag: 8-13=-20, 4-16=-20 2) Dead + 0.75 Snow (balanced) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-133, 4-5=-161, 5-6=-133, 6-7=-133, 7-8=-161, 8-11=-133, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Drag: 8-13=-20, 4-16=-20 3) Dead + 0.75 Snow (Unbal. Left) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-133, 4-19=-161, 5-19=-243, 5-6=-215, 6-7=-59, 7-8=-88, 8-11=-59, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Drag: 8-13=-20, 4-16=-20 4) Dead + 0.75 Snow (Unbal. Right) + 0.75 Attic Floor: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-59, 4-5=-87, 5-6=-59, 6-7=-215, 7-20=-243, 8-20=-161, 8-11=-133, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Drag: 8-13=-20, 4-16=-20 19) Dead + Attic Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-56, 5-6=-28, 6-7=-28, 7-8=-56, 8-11=-28, 2-16=-28, 13-16=-228, 10-13=-193(F=-165), 5-7=-28 Drag: 8-13=-20, 4-16=-20 22) Dead: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-28, 4-5=-56, 5-6=-28, 6-7=-28, 7-8=-56, 8-11=-28, 2-16=-28, 13-16=-228, 10-13=-193(F=-165), 5-7=-28 Drag: 8-13=-20, 4-16=-20 23) 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: 1-2=-139, 2-4=-145, 4-5=-173, 5-6=-145, 6-7=-122, 7-8=-150, 8-10=-122, 10-11=-115, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Horz: 1-2=6, 2-6=12, 6-10=11, 10-11=18 Drag: 8-13=-20, 4-16=-20 24) 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: 1-2=-115, 2-4=-122, 4-5=-150, 5-6=-122, 6-7=-145, 7-8=-173, 8-10=-145, 10-11=-139, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Horz: 1-2=-18, 2-6=-11, 6-10=-12, 10-11=-6 Drag: 8-13=-20, 4-16=-20 25) 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: 1-2=-128, 2-4=-134, 4-5=-162, 5-6=-134, 6-7=-134, 7-8=-162, 8-10=-134, 10-11=-128, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Horz: 1-2=-5, 2-6=1, 6-10=-1, 10-11=5 Drag: 8-13=-20, 4-16=-20 26) 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: 1-2=-128, 2-4=-134, 4-5=-162, 5-6=-134, 6-7=-134, 7-8=-162, 8-10=-134, 10-11=-128, 2-16=-28, 13-16=-188, 10-13=-152(F=-124), 5-7=-28 Horz: 1-2=-5, 2-6=1, 6-10=-1, 10-11=5 Drag: 8-13=-20, 4-16=-20 Job B0331-21 Truss B1G Truss Type GABLE Qty 1 Ply 1 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:17 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-qD9IXh5cc4NfChGsT2JYARMYBqqcZlyW5KGtYezaLdW Scale = 1:38.3 T1 T1 B1 ST5 ST4 ST3 ST2 ST1 ST4 ST3 ST2 ST1 B2 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 21 22 3x4 4x4 3x4 5x6 19-11-0 19-11-0 -2-0-0 2-0-0 9-11-8 9-11-8 19-11-0 9-11-8 21-11-0 2-0-0 0- 2 - 9 6- 0 - 4 0- 2 - 9 7.00 12 Plate Offsets (X,Y)-- [19:0-3-0,0-3-0] 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 0.06 0.02 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 93 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 2-0-0 oc purlins (6-0-0 max.). 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 19-11-0. (lb) - Max Horz1=-89(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 17, 18, 19, 20, 15, 14, 13, 12 Max Grav All reactions 250 lb or less at joint(s) 1, 11, 16, 20, 13, 12 except 17=315(LC 18), 18=312(LC 18), 19=251(LC 18), 15=315(LC 19), 14=311(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-17=-287/58, 4-18=-282/67, 7-15=-287/58, 8-14=-282/67 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=2ft; Cat. II; Exp B; Enclosed; MWFRS (directional) and C-C Corner(3E) 0-2-2 to 3-2-2, Exterior(2N) 3-2-2 to 9-11-8, Corner(3R) 9-11-8 to 12-11-8, Exterior(2N) 12-11-8 to 19-8-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 17, 18, 19, 20, 15, 14, 13, 12. 11) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job B0331-21 Truss B2 Truss Type Common Qty 2 Ply 1 Baggaley Home (SJW 3/16) Job Reference (optional) Run: 8.410 s Mar 4 2021 Print: 8.410 s Mar 4 2021 MiTek Industries, Inc. Tue Mar 16 12:21:18 2021 Page 1 Snake River Truss & Components, Idaho Falls, ID 83401 ID:8dFS2WWai5Z?VQBHFKaimhzaMvb-IPjhl16ENNVWqrr31lrnjfvbaE3wI8ffK_?Q54zaLdV Scale = 1:40.3 T1 T1 B1 W2 W1W1 B1 1 2 3 4 5 6 78 9 10 11 12 4x4 3x8 5x8 2x4 2x4 3x8 9-11-8 9-11-8 19-11-0 9-11-8 -2-0-0 2-0-0 5-2-9 5-2-9 9-11-8 4-8-15 14-8-7 4-8-15 19-11-0 5-2-9 21-11-0 2-0-0 0- 4 - 5 6- 2 - 0 0- 4 - 5 7.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10], [4:0-2-12,0-2-0], [6:0-8-0,0-0-10], [8:0-4-0,0-3-0] 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 0.60 0.46 0.34 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.03 -0.02 (loc) 6-8 6-8 6 6-8 l/defl >999 >946 n/a >999 L/d 360 240 n/a 240 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 WEBS 2x4 DF Stud/Std BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 2=1147/0-5-8 (min. 0-1-8), 6=1147/0-5-8 (min. 0-1-8) Max Horz2=-110(LC 12) Max Uplift2=-115(LC 14), 6=-115(LC 14) Max Grav2=1254(LC 19), 6=1254(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1631/94, 3-9=-1417/113, 3-10=-1115/82, 4-10=-938/95, 4-11=-938/95, 5-11=-1115/82, 5-12=-1417/113, 6-12=-1631/94 BOT CHORD 2-8=-15/1303, 6-8=-28/1303 WEBS 4-8=0/519, 5-8=-578/95, 3-8=-578/95 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) -2-0-14 to 0-11-2, Interior(1) 0-11-2 to 9-11-8, Exterior(2R) 9-11-8 to 12-11-8, Interior(1) 12-11-8 to 21-11-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) except (jt=lb) 2=115, 6=115. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard