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HomeMy WebLinkAboutTRUSS SPECS - 21-00208 - Goldenwest Credit Union - Branch OfficeJob 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq Scale = 1:46.4 T2 W9 B1 W1 W2 W3 W4 W5 W6 W7 W8 T1 B2 HW11 2 3 4 5 6 7 13 12 11 10 9 8 18 19 20 21 22 23 24 25 26 27 28 29 30 3132 33 3435 36 37 38 39 4x8 1.5x4 6x8 4x6 4x6 7x8 3x4 3x4 4x10 5x6 5x6 5x6 5x8 7x8 5x6 4-5-14 4-5-14 4-9-12 0-3-14 7-3-2 2-5-6 10-1-2 2-10-0 19-1-2 9-0-0 24-1-12 5-0-10 4-9-12 4-9-12 7-3-2 2-5-6 10-1-2 2-10-0 19-1-2 9-0-0 24-1-12 5-0-10 0- 1 1 - 0 8- 0 - 6 3.54 12 Plate Offsets (X,Y)-- [1:0-2-8,0-0-1], [4:0-4-0,Edge], [8:Edge,0-4-4], [9:0-3-8,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.94 0.51 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.09 -0.19 -0.03 0.06 (loc) 9-10 9-10 8 9-10 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 261 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 *Except* B2: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W1,W6: 2x4 SPF No.2 SLIDER Left 2x6 HF No.2 -˜ 4-10-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-2 oc bracing. WEBS 1 Row at midpt 7-8, 2-12, 5-9, 6-8 REACTIONS.(lb/size) 8=3508/Mechanical, 13=1423/0-7-12 (min. 0-2-3) Max Horz13=254(LC 11) Max Uplift8=-1186(LC 14), 13=-6829(LC 38) Max Grav8=3820(LC 18), 13=2672(LC 85) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-267/202, 2-3=-1349/6805, 3-18=-2654/6057, 4-18=-2624/6061, 4-5=-2606/6076, 5-19=-2686/989, 6-19=-2559/1043 BOT CHORD 1-20=-763/247, 20-21=-763/247, 21-22=-763/247, 13-22=-763/247, 13-23=-917/198, 23-24=-917/198, 12-24=-917/198, 11-12=-6509/1238, 11-25=-6509/1238, 10-25=-6509/1238, 10-26=-5793/2562, 26-27=-5793/2562, 27-28=-5793/2562, 28-29=-5793/2562, 29-30=-5793/2562, 30-31=-5793/2562, 31-32=-5793/2562, 32-33=-5793/2562, 33-34=-5793/2562, 34-35=-5793/2562, 9-35=-5793/2562, 9-36=-952/2455, 36-37=-952/2455, 37-38=-952/2455, 38-39=-952/2455, 8-39=-952/2455 WEBS 2-13=-2016/6448, 2-12=-7536/1877, 3-12=-3009/142, 3-10=-138/3359, 5-10=-4014/621, 5-9=-818/5196, 6-9=-1799/2769, 6-8=-3918/1531 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 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, Except member 12-2 2x4 - 1 row at 0-7-0 oc, member 3-12 2x4 - 2 rows staggered at 0-3-0 oc, member 5-10 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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. Continued on page 2 Job 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1186 lb uplift at joint 8 and 6829 lb uplift at joint 13. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 10 lb up at 4-5-4, 152 lb down and 10 lb up at 4-5-4, 532 lb down and 3204 lb up at 7-3-2, 532 lb down and 3204 lb up at 7-3-2, 202 lb down and 1296 lb up at 10-1-1, 202 lb down and 1296 lb up at 10-1-1, 145 lb down and 133 lb up at 12-11-1, 145 lb down and 133 lb up at 12-11-1, 404 lb down and 68 lb up at 15-9-0, 404 lb down and 68 lb up at 15-9-0, 499 lb down and 75 lb up at 18-6-15, 499 lb down and 75 lb up at 18-6-15, and 920 lb down and 134 lb up at 21-4-14, and 920 lb down and 134 lb up at 21-4-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-90, 8-14=-10 Concentrated Loads (lb) Vert: 12=1339(F=670, B=670) 10=354(F=177, B=177) 22=-305(F=-152, B=-152) 28=-274(F=-137, B=-137) 31=-807(F=-404, B=-404) 35=-999(F=-499, B=-499) 37=-1840(F=-920, B=-920) 60) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 14=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 61) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 16=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 62) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 20=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 63) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 21=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 64) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-455(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 65) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 23=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 66) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 24=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 67) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3823(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 68) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 11=-150 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 69) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Continued on page 3 Job 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq LOAD CASE(S) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 25=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 70) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-269(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 71) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 26=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 72) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 27=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 73) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-430(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 74) Reversal: 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 29=-150 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 75) Reversal: 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 30=-150 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 76) Reversal: 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 32=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 77) Reversal: 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 33=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 78) Reversal: 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 34=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 79) Reversal: 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 9=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 80) Reversal: 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 36=-150 37=-1423(F=-712, B=-712) 81) Reversal: 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1573(F=-712, B=-712) 82) Reversal: 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Continued on page 4 Job 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq LOAD CASE(S) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 38=-150 83) Reversal: 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 39=-150 84) Reversal: 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 8=-150 12=3973(F=1987, B=1987) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 85) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 14=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 86) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 16=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 87) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 20=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 88) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 21=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 89) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-455(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 90) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 23=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 91) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 24=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 92) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-234(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 93) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 11=-150 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 94) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 25=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 95) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Continued on page 5 Job 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq LOAD CASE(S) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-269(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 96) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 26=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 97) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 27=-150 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 98) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-430(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 99) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 29=-150 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 100) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 30=-150 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 101) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 32=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 102) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 33=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 103) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 34=-150 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 104) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 9=-150 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 105) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 36=-150 37=-1423(F=-712, B=-712) 106) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1573(F=-712, B=-712) 107) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 38=-150 108) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Continued on page 6 Job 11613-A Truss CJ1 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:41 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NbvrGA98LCSih6SpT1LW2aZRdAH5A_eSVXhnyhyVkCq LOAD CASE(S) Concentrated Loads (lb) Vert: 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) 39=-150 109) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-14=-10(F) Concentrated Loads (lb) Vert: 8=-150 12=-84(F=-42, B=-42) 10=-119(F=-59, B=-59) 22=-305(F=-152, B=-152) 28=-280(F=-140, B=-140) 31=-677(F=-338, B=-338) 35=-806(F=-403, B=-403) 37=-1423(F=-712, B=-712) Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:44 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-nAb_uBB1e7qGYaAO89vDgDB2ANEENOnuBVwRY0yVkCn Scale = 1:46.0 T2 W9 B1 W1 W2 W3 W4 W5 W6 W7 W8 HW1 T1 B2 1 2 3 4 5 6 7 8 14 13 12 11 10 9 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3334 35 36 37 38 39 40 3x4 2x4 4x6 4x6 4x4 4x10 3x4 2x4 3x4 4x6 3x8 3x5 6x8 3x8 3-11-8 3-11-8 7-3-10 3-4-2 7-7-8 0-3-14 13-0-6 5-4-15 18-5-5 5-4-15 24-1-12 5-8-7 3-11-8 3-11-8 7-7-8 3-8-0 13-0-6 5-4-15 18-5-5 5-4-15 24-1-12 5-8-7 0- 1 1 - 0 8- 0 - 6 3.54 12 Plate Offsets (X,Y)-- [1:0-4-6,0-0-1], [10:0-4-0,0-4-8], [11:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.47 0.80 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 0.13 -0.01 0.03 (loc) 9-10 11-12 9 9-10 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 253 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 *Except* B2: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud SLIDER Left 2x6 HF No.2 -˜ 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9, 7-9 REACTIONS.(lb/size) 9=3189/Mechanical, 12=3918/0-7-12 (min. 0-2-9) Max Horz12=254(LC 43) Max Uplift9=-640(LC 14), 12=-1953(LC 38) Max Grav9=3484(LC 18), 12=4040(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-38/284, 2-3=-184/618, 3-4=-436/1769, 4-19=-1673/1942, 5-19=-1651/1945, 5-6=-1605/1998, 6-20=-2403/476, 7-20=-2236/491, 8-9=-309/34 BOT CHORD 1-21=-553/193, 21-22=-553/193, 14-22=-553/193, 14-23=-553/193, 23-24=-553/193, 13-24=-553/193, 13-25=-553/193, 12-25=-553/193, 12-26=-1658/387, 26-27=-1658/387, 27-28=-1658/387, 28-29=-1658/387, 29-30=-1658/387, 11-30=-1658/387, 11-31=-1885/1540, 31-32=-1885/1540, 32-33=-1885/1540, 33-34=-1885/1540, 34-35=-1885/1540, 10-35=-1885/1540, 10-36=-486/2230, 36-37=-486/2230, 37-38=-486/2230, 38-39=-486/2230, 39-40=-486/2230, 9-40=-486/2230 WEBS 3-14=-134/743, 3-12=-1458/373, 4-12=-2780/780, 4-11=-929/3259, 6-11=-2309/290, 6-10=-217/2062, 7-10=-813/2273, 7-9=-3230/692 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 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, Except member 4-12 2x4 - 1 row at 0-11-0 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 640 lb uplift at joint 9 and 1953 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Continued on page 2 Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:45 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-FM9M6XCfPRy7AjlaitQSDQkDwnZT6r11Q9f_5SyVkCm NOTES- 11) Load case(s) 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 152 lb down and 10 lb up at 4-5-4, 152 lb down and 10 lb up at 4-5-4, 855 lb down and 163 lb up at 7-3-2, 202 lb down and 1296 lb up at 10-1-1, 139 lb down and 1643 lb up at 10-1-1, 135 lb down and 725 lb up at 12-11-1, 145 lb down and 133 lb up at 12-11-1, 404 lb down and 68 lb up at 15-9-0, 404 lb down and 68 lb up at 15-9-0, 499 lb down and 75 lb up at 18-6-15, 499 lb down and 75 lb up at 18-6-15, and 920 lb down and 134 lb up at 21-4-14, and 920 lb down and 134 lb up at 21-4-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-90, 9-15=-10 Concentrated Loads (lb) Vert: 11=-181(F=-44, B=-137) 10=-999(F=-499, B=-499) 23=-305(F=-152, B=-152) 25=-855(F) 28=280(F=103, B=177) 33=-807(F=-404, B=-404) 38=-1840(F=-920, B=-920) 60) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 15=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 61) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 17=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 62) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 21=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 63) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 22=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 64) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 14=-150 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 65) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 24=-150 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 66) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 13=-150 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 67) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-834(F=-684) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 68) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 26=-150 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 69) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 27=-150 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 70) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:45 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-FM9M6XCfPRy7AjlaitQSDQkDwnZT6r11Q9f_5SyVkCm LOAD CASE(S) Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=758(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 71) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 29=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 72) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 30=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 73) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=51(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 74) Reversal: 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 31=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 75) Reversal: 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 32=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 76) Reversal: 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 34=-150 38=-1423(F=-712, B=-712) 77) Reversal: 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 35=-150 38=-1423(F=-712, B=-712) 78) Reversal: 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-956(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 79) Reversal: 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 36=-150 38=-1423(F=-712, B=-712) 80) Reversal: 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 37=-150 38=-1423(F=-712, B=-712) 81) Reversal: 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1573(F=-712, B=-712) 82) Reversal: 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 39=-150 Continued on page 4 Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:45 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-FM9M6XCfPRy7AjlaitQSDQkDwnZT6r11Q9f_5SyVkCm LOAD CASE(S) 83) Reversal: 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 40=-150 84) Reversal: 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 9=-150 11=201(F=341, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=908(F=968, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 85) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 15=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 86) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 17=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 87) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 21=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 88) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 22=-150 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 89) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 14=-150 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 90) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 24=-150 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 91) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 13=-150 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 92) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-834(F=-684) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 93) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 26=-150 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 94) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 27=-150 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 95) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Continued on page 5 Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:45 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-FM9M6XCfPRy7AjlaitQSDQkDwnZT6r11Q9f_5SyVkCm LOAD CASE(S) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=-107(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 96) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 29=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 97) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 30=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 98) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-334(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 99) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 31=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 100) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 32=-150 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 101) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 34=-150 38=-1423(F=-712, B=-712) 102) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 35=-150 38=-1423(F=-712, B=-712) 103) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-956(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 104) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 36=-150 38=-1423(F=-712, B=-712) 105) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 37=-150 38=-1423(F=-712, B=-712) 106) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1573(F=-712, B=-712) 107) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 39=-150 108) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Continued on page 6 Job 11613-A Truss CJ2 Truss Type DIAGONAL HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:45 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-FM9M6XCfPRy7AjlaitQSDQkDwnZT6r11Q9f_5SyVkCm LOAD CASE(S) Concentrated Loads (lb) Vert: 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) 40=-150 109) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-8=-66(F), 9-15=-10(F) Concentrated Loads (lb) Vert: 9=-150 11=-184(F=-44, B=-140) 10=-806(F=-403, B=-403) 23=-305(F=-152, B=-152) 25=-684(F) 28=43(F=103, B=-59) 33=-677(F=-338, B=-338) 38=-1423(F=-712, B=-712) Job 11613-A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:47 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ClG6XDDvx2DrP1vzpHSwIrpZMbFeamNKtT859LyVkCk Scale = 1:42.5 T2 W7 B1 W1 W2 W3 W4 W5 W6 T1 B2 HW11 2 3 4 5 6 7 12 11 10 9 8 17 18 19 20 21 22 23 24 25 26 27 28 2930 31 32 33 34 35 36 37 38 39 40 41 3x4 2x6 4x6 4x6 4x4 4x6 4x4 2x4 3x8 3x4 3x4 3x5 2-6-10 2-6-10 4-5-14 1-11-4 4-9-12 0-3-14 10-8-4 5-10-8 16-6-12 5-10-8 22-8-12 6-2-0 2-6-10 2-6-10 4-9-12 2-3-2 10-8-4 5-10-8 16-6-12 5-10-8 22-8-12 6-2-0 0- 1 1 - 0 7- 7 - 6 3.54 12 Plate Offsets (X,Y)-- [1:0-4-6,0-0-1], [10:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.48 0.82 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.13 0.01 0.03 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 229 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 HF No.2 -˜ 2-0-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-8 REACTIONS.(lb/size) 8=2325/Mechanical, 12=4251/0-7-12 (min. 0-3-9) Max Horz12=240(LC 43) Max Uplift8=-426(LC 14), 12=-904(LC 8) Max Grav8=2612(LC 18), 12=4352(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-56/261, 2-3=-141/881, 3-4=-2102/989, 4-17=-2024/1018, 5-17=-2009/1050, 5-18=-2151/357, 6-18=-1985/368, 7-8=-332/38 BOT CHORD 1-19=-782/166, 19-20=-782/166, 20-21=-782/166, 12-21=-782/166, 12-22=-782/78, 22-23=-782/78, 11-23=-782/78, 11-24=-782/78, 24-25=-782/78, 25-26=-782/78, 26-27=-782/78, 27-28=-782/78, 10-28=-782/78, 10-29=-976/1941, 29-30=-976/1941, 30-31=-976/1941, 31-32=-976/1941, 32-33=-976/1941, 33-34=-976/1941, 34-35=-976/1941, 9-35=-976/1941, 9-36=-358/1992, 36-37=-358/1992, 37-38=-358/1992, 38-39=-358/1992, 39-40=-358/1992, 40-41=-358/1992, 8-41=-358/1992 WEBS 3-12=-2141/489, 3-10=-612/2661, 5-10=-1204/102, 5-9=-224/902, 6-9=-528/1514, 6-8=-2635/485 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-11-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 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 426 lb uplift at joint 8 and 904 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Continued on page 2 Job 11613-A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:47 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ClG6XDDvx2DrP1vzpHSwIrpZMbFeamNKtT859LyVkCk NOTES- 11) Load case(s) 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 370 lb down and 84 lb up at 3-0-4, 370 lb down and 84 lb up at 3-0-4, 698 lb down and 129 lb up at 5-10-3, 698 lb down and 129 lb up at 5-10-3, 77 lb down and 495 lb up at 8-8-2, 77 lb down and 495 lb up at 8-8-2, 118 lb down and 224 lb up at 11-6-1, 118 lb down and 224 lb up at 11-6-1, 153 lb down and 104 lb up at 14-4-0, 153 lb down and 104 lb up at 14-4-0, 327 lb down and 75 lb up at 17-1-15, 327 lb down and 75 lb up at 17-1-15, and 577 lb down and 102 lb up at 19-11-14, and 308 lb down and 96 lb up at 19-11-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-90, 8-13=-20 Concentrated Loads (lb) Vert: 20=-741(F=-370, B=-370) 23=-1397(F=-698, B=-698) 26=16(F=8, B=8) 30=-161(F=-80, B=-80) 33=-271(F=-135, B=-135) 36=-655(F=-327, B=-327) 39=-885(F=-308, B=-577) 60) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 13=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 61) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 15=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 62) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 19=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 63) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-801(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 64) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 21=-150 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 65) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 22=-150 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 66) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1288(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 67) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 24=-150 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 68) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 25=-150 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 69) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 27=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 70) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job 11613-A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:47 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ClG6XDDvx2DrP1vzpHSwIrpZMbFeamNKtT859LyVkCk LOAD CASE(S) Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 28=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 71) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 29=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 72) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 31=-150 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 73) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 32=-150 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 74) Reversal: 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-457(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 75) Reversal: 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 34=-150 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 76) Reversal: 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 35=-150 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 77) Reversal: 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-731(F=-290, B=-290) 39=-741(F=-272, B=-469) 78) Reversal: 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 37=-150 39=-741(F=-272, B=-469) 79) Reversal: 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 38=-150 39=-741(F=-272, B=-469) 80) Reversal: 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-891(F=-272, B=-469) 81) Reversal: 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 40=-150 82) Reversal: 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 41=-150 Continued on page 4 Job 11613-A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:47 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ClG6XDDvx2DrP1vzpHSwIrpZMbFeamNKtT859LyVkCk LOAD CASE(S) 83) Reversal: 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 8=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 84) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 13=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 85) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 15=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 86) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 19=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 87) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-801(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 88) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 21=-150 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 89) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 22=-150 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 90) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1288(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 91) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 24=-150 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 92) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 25=-150 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 93) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 27=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 94) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 28=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 95) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Continued on page 5 Job 11613-A Truss CJ3 Truss Type Diagonal Hip Girder Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:47 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ClG6XDDvx2DrP1vzpHSwIrpZMbFeamNKtT859LyVkCk LOAD CASE(S) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 29=-150 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 96) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 31=-150 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 97) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 32=-150 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 98) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-457(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 99) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 34=-150 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 100) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 35=-150 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 101) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-731(F=-290, B=-290) 39=-741(F=-272, B=-469) 102) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 37=-150 39=-741(F=-272, B=-469) 103) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 38=-150 39=-741(F=-272, B=-469) 104) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-891(F=-272, B=-469) 105) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 40=-150 106) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) 41=-150 107) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-7=-66(F), 8-13=-10(F) Concentrated Loads (lb) Vert: 8=-150 20=-651(F=-325, B=-325) 23=-1138(F=-569, B=-569) 26=-12(F=-6, B=-6) 30=-189(F=-95, B=-95) 33=-307(F=-153, B=-153) 36=-581(F=-290, B=-290) 39=-741(F=-272, B=-469) Job 11613-A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:49 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-87OsxvF9TgTZfL3MxiUONGvrvOyp2kOdLndCEDyVkCi Scale = 1:25.8 T1 W7 B1 W1 W4 W5 W6 HW1 B2 B4 B5 B3 W3 W2 1 2 3 4 5 6 12 11 9 8 7 10 15 16 17 18 19 20 21 22 23 24 25 5x6 2x4 4x4 3x10 6x8 3x4 3x4 7x8 4x10 6x14 4x4 0-11-4 2-6-12 2-6-12 4-6-2 1-11-6 4-10-0 0-3-14 8-9-0 3-11-0 12-11-8 4-2-8 2-6-12 2-6-12 4-5-0 1-10-4 4-10-0 0-5-0 8-9-0 3-11-0 12-11-8 4-2-8 0- 1 1 - 0 4- 8 - 1 3 1- 6 - 0 1- 6 - 0 3.54 12 Plate Offsets (X,Y)-- [1:0-3-15,0-2-0], [3:0-7-0,0-3-4], [10:0-6-6,0-2-14] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.71 0.36 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.03 0.06 -0.01 -0.01 (loc) 8-9 8-9 7 8-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 78 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF Stud *Except* B1,B5: 2x6 HF No.2, B3: 2x4 SPF No.2 WEBS 2x4 SPF Stud SLIDER Left 2x6 HF No.2 -˜ 2-5-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 3-11 3-9-4 oc bracing: 3-10. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=552/Mechanical, 3=2240/0-7-12 (min. 0-3-12) Max Horz3=147(LC 11) Max Uplift7=-352(LC 38), 3=-595(LC 8) Max Grav7=719(LC 18), 3=2406(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-139/581, 2-3=-202/833, 3-4=-519/1705, 4-5=-401/1438 BOT CHORD 1-15=-544/140, 15-16=-544/140, 12-16=-544/140, 3-11=-237/1028, 9-10=-387/151, 4-10=-178/548, 8-21=-630/522, 21-22=-630/522, 22-23=-630/522, 23-24=-630/522, 7-24=-630/522, 3-25=-1815/557, 10-25=-1815/556 WEBS 2-12=-254/762, 8-10=-498/579, 5-8=-749/265, 5-7=-639/791, 5-10=-1151/319, 3-12=-752/245 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 352 lb uplift at joint 7 and 595 lb uplift at joint 3. 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) Load case(s) 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92 , 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. Continued on page 2 Job 11613-A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:49 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-87OsxvF9TgTZfL3MxiUONGvrvOyp2kOdLndCEDyVkCi NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 532 lb down and 118 lb up at 4-3-4, 532 lb down and 118 lb up at 4-3-4, 56 lb down and 715 lb up at 7-4-10, 83 lb down and 420 lb up at 7-4-10, 155 lb down and 39 lb up at 10-2-9, 121 lb down and 191 lb up at 10-2-9, and 449 lb down at 4-6-12, and 449 lb down at 4-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 3-6=-90, 1-11=-20, 7-9=-20, 3-10=-20 Concentrated Loads (lb) Vert: 11=-1064(F=-532, B=-532) 19=-66(F=-56, B=-10) 22=-253(F=-140, B=-112) 60) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 1=-150 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 61) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 15=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 62) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 16=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 63) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 17=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 64) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-1047(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 65) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 25=-150 66) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 18=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 67) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=621(F=644, B=127) 22=-218(F=-155, B=-63) 68) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 20=-150 22=-218(F=-155, B=-63) 69) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 21=-150 22=-218(F=-155, B=-63) 70) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-368(F=-155, B=-63) 71) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 23=-150 72) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 24=-150 73) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Continued on page 3 Job 11613-A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:49 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-87OsxvF9TgTZfL3MxiUONGvrvOyp2kOdLndCEDyVkCi LOAD CASE(S) Concentrated Loads (lb) Vert: 7=-150 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 74) Reversal: 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 1=-150 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 75) Reversal: 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 15=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 76) Reversal: 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 16=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 77) Reversal: 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 17=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 78) Reversal: 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-1047(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 79) Reversal: 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 25=-150 80) Reversal: 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 18=-150 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 81) Reversal: 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=621(F=644, B=127) 22=-218(F=-155, B=-63) 82) Reversal: 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 20=-150 22=-218(F=-155, B=-63) 83) Reversal: 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 21=-150 22=-218(F=-155, B=-63) 84) Reversal: 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-368(F=-155, B=-63) 85) Reversal: 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 23=-150 86) Reversal: 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 24=-150 87) Reversal: 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 11=-897(F=-449, B=-449) 19=771(F=644, B=127) 22=-218(F=-155, B=-63) 88) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 1=-150 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) Continued on page 4 Job 11613-A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:49 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-87OsxvF9TgTZfL3MxiUONGvrvOyp2kOdLndCEDyVkCi LOAD CASE(S) 89) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 15=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 90) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 16=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 91) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 17=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 92) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-1047(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 93) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 25=-150 94) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 18=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 95) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-259(F=-54, B=-54) 22=-218(F=-155, B=-63) 96) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 20=-150 22=-218(F=-155, B=-63) 97) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 21=-150 22=-218(F=-155, B=-63) 98) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-368(F=-155, B=-63) 99) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 23=-150 100) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 24=-150 101) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 3-14=-66(F), 3-6=-66(F), 11-13=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 102) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 1=-150 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 103) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 15=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 104) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Continued on page 5 Job 11613-A Truss CJ4 Truss Type Diagonal Hip Girder Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:49 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-87OsxvF9TgTZfL3MxiUONGvrvOyp2kOdLndCEDyVkCi LOAD CASE(S) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 16=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 105) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 17=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 106) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-1047(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 107) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 25=-150 108) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 18=-150 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 109) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-259(F=-54, B=-54) 22=-218(F=-155, B=-63) 110) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 20=-150 22=-218(F=-155, B=-63) 111) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 21=-150 22=-218(F=-155, B=-63) 112) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-368(F=-155, B=-63) 113) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 23=-150 114) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) 24=-150 115) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-6=-66(F), 1-11=-10(F), 7-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 11=-897(F=-449, B=-449) 19=-109(F=-54, B=-54) 22=-218(F=-155, B=-63) Job 11613-A Truss CJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:50 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cKyF9FGnEzbQGVeYVQ0dwURzVoFSnAgmZRNlmfyVkCh Scale = 1:22.8 W1 T1 W5 B1 W2 W3 W41 2 3 6 5 4 7 8 9 10 11 12 13 14 15 16 17 3x4 3x4 4x4 4x6 3x8 3x4 4-6-2 4-6-2 4-10-0 0-3-14 10-1-9 5-3-8 4-10-0 4-10-0 5-0-12 0-2-12 10-1-9 5-0-12 0- 1 1 - 0 3- 1 0 - 1 3 3.54 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.94 0.42 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.09 0.20 -0.00 0.03 (loc) 4-5 4-5 4 4-5 l/defl >661 >317 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 43 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 DF 2400F 2.0E WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=1641/0-7-12 (min. 0-1-15), 4=121/Mechanical Max Horz5=129(LC 41) Max Uplift5=-505(LC 8), 4=-388(LC 60) Max Grav5=1920(LC 18), 4=245(LC 81) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-198/779, 2-7=-185/843, 3-4=-277/45 BOT CHORD 5-13=-756/159, 13-14=-756/159, 14-15=-756/159, 15-16=-756/159, 16-17=-756/159, 4-17=-756/159 WEBS 1-5=-863/249, 2-5=-1191/270, 2-4=-138/787 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 505 lb uplift at joint 5 and 388 lb uplift at joint 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) Load case(s) 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 532 lb down and 118 lb up at 4-6-12, and 92 lb down and 104 lb up at 7-4-10, and 56 lb down and 715 lb up at 7-4-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss CJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:50 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cKyF9FGnEzbQGVeYVQ0dwURzVoFSnAgmZRNlmfyVkCh LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 5=-532(F) 15=-148(F=-56, B=-92) 60) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 5=-449(F) 15=573(F=644, B=-71) 61) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 9=-150 15=573(F=644, B=-71) 62) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 10=-150 15=573(F=644, B=-71) 63) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 11=-150 15=573(F=644, B=-71) 64) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 12=-150 15=573(F=644, B=-71) 65) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 13=-150 15=573(F=644, B=-71) 66) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 14=-150 15=573(F=644, B=-71) 67) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=423(F=644, B=-71) 68) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=573(F=644, B=-71) 16=-150 69) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=573(F=644, B=-71) 17=-150 70) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 4=-150 15=573(F=644, B=-71) 71) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 5=-449(F) 15=-126(F=-54, B=-71) 72) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 9=-150 15=-126(F=-54, B=-71) 73) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 10=-150 15=-126(F=-54, B=-71) 74) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Continued on page 3 Job 11613-A Truss CJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:50 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cKyF9FGnEzbQGVeYVQ0dwURzVoFSnAgmZRNlmfyVkCh LOAD CASE(S) Concentrated Loads (lb) Vert: 5=-449(F) 11=-150 15=-126(F=-54, B=-71) 75) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 12=-150 15=-126(F=-54, B=-71) 76) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 13=-150 15=-126(F=-54, B=-71) 77) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 14=-150 15=-126(F=-54, B=-71) 78) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=-276(F=-54, B=-71) 79) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=-126(F=-54, B=-71) 16=-150 80) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 15=-126(F=-54, B=-71) 17=-150 81) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-449(F) 4=-150 15=-126(F=-54, B=-71) Job 11613-A Truss D1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:54 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-V5Bl?cJIHC5rl6xJkG4Z4JcnyPg2jrFMU3LzvRyVkCd Scale = 1:73.0 T1 T2 T3 W1 W2 W5 W6 W7 W6 W5 W8 W9 W10 W11 HW2 T4 B5B4 B2 B3 W4 W3 B1 O1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 19 18 24 25 26 27 28 29 30 31 3233 34 35 36 37 38 39 40 41 42 4344 45 46 47 48 49 50 51 20 52 53 54 55 56 57 58 59 60 61 8x8 7x8 4x8 4x4 8x12 7x8 8x8 8x12 2x4 7x8 4x4 7x8 8x8 3x5 5x8 7x8 WB 2x4 2x6 8x8 12-0-0 2- 3 - 4 1- 6 - 0 3-2-5 2-0-0 2-0-0 6-1-12 4-1-12 8-1-12 2-0-0 12-0-0 3-10-4 15-0-0 3-0-0 20-11-0 5-11-0 26-10-0 5-11-0 33-4-1 6-6-1 39-7-4 6-3-3 39-10-0 0-2-12 43-1-0 3-3-0 2-0-0 2-0-0 6-1-12 4-1-12 8-1-12 2-0-0 15-0-0 6-10-4 20-11-0 5-11-0 26-10-0 5-11-0 33-4-1 6-6-1 37-5-11 4-1-10 39-7-4 2-1-9 43-1-0 3-5-12 0- 9 - 4 7- 8 - 4 1- 6 - 0 0- 1 1 - 0 1- 6 - 0 7- 8 - 4 5.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-4-0], [4:0-6-0,0-3-0], [12:0-1-12,0-4-12], [14:0-4-0,0-4-12], [15:0-2-12,0-4-4], [16:0-3-8,0-4-12], [18:0-4-4,0-4-8], [19:0-4-0,0-3-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.39 0.64 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.28 0.01 0.08 (loc) 12-14 12-14 11 12-14 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 535 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x6 HF No.2 *Except* B5,B4: 2x6 SPF 2100F 1.8E, B1: 2x10 DF SS WEBS 2x4 SPF Stud *Except* W2: 2x6 HF No.2, W6: 2x4 SPF No.2, W10: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins, except 2-0-0 oc purlins (3-11-5 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-15 2 Rows at 1/3 pts 4-18 REACTIONS.All bearings 11-10-0 except (jt=length) 11=0-5-8. (lb) - Max Horz20=-143(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 1=-1135(LC 12), 18=-1516(LC 8), 11=-1194(LC 13), 19=-248(LC 19), 20=-165(LC 13) Max Grav All reactions 250 lb or less at joint(s) except 1=5612(LC 55), 18=9468(LC 72), 11=7965(LC 84), 19=668(LC 55), 20=895(LC 55) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-130/385, 2-3=-58/808, 3-4=0/612, 4-24=-5993/1078, 5-24=-5993/1078, 5-25=-5993/1078, 6-25=-5993/1078, 6-7=-7888/1330, 7-8=-9106/1539, 8-26=-9175/1526, 9-26=-9295/1515, 9-10=-463/83 BOT CHORD 17-27=-393/65, 27-28=-393/65, 16-28=-393/65, 16-29=-381/2622, 29-30=-381/2622, 30-31=-381/2622, 31-32=-381/2622, 32-33=-381/2622, 33-34=-381/2622, 15-34=-381/2622, 15-35=-1053/7095, 35-36=-1053/7095, 36-37=-1053/7095, 37-38=-1053/7095, 14-38=-1053/7095, 14-39=-1300/8469, 13-39=-1300/8469, 13-40=-1300/8469, 40-41=-1300/8469, 41-42=-1300/8469, 42-43=-1300/8469, 12-43=-1300/8469, 12-44=-53/388, 44-45=-53/388, 45-46=-53/388, 46-47=-53/388, 47-48=-53/388, 48-49=-53/388, 11-49=-53/388, 11-50=-53/388, 50-51=-53/388, 10-51=-53/388, 1-54=-256/144, 54-55=-256/143, 55-56=-257/143, 56-57=-257/143, 19-57=-258/143, 19-58=-266/145, 58-59=-266/145, 59-60=-266/145, 60-61=-266/145, 18-61=-266/145, 3-18=-693/158 WEBS 2-18=-486/116, 4-16=-445/2086, 4-15=-815/5328, 5-15=-970/186, 6-15=-1988/334, 6-14=-638/3835, 7-14=-1590/393, 7-12=-171/901, 9-12=-1348/8671, 9-11=-6487/1100, 16-18=-518/3511, 4-18=-7192/1214 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc, 2x10 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, Except member 16-4 2x4 - 1 row at 0-6-0 oc, member 11-9 2x4 - 1 row at 0-7-0 oc, member 4-18 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job 11613-A Truss D1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:55 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zHl8CyKw2WDiNGWVHzbodX8yip0HSIVWjj4WRtyVkCc NOTES- 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 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, with BCDL = 5.0psf. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1135 lb uplift at joint 1, 1516 lb uplift at joint 18, 1194 lb uplift at joint 11, 248 lb uplift at joint 19 and 165 lb uplift at joint 20. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2641 lb down and 616 lb up at 2-0-0 on top chord, and 2641 lb down and 616 lb up at 2-0-0, 66 lb down and 15 lb up at 11-5-4, 2592 lb down and 605 lb up at 15-0-0, 359 lb down and 84 lb up at 17-0-12, 359 lb down and 84 lb up at 19-0-12, 359 lb down and 84 lb up at 21-0-12, 359 lb down and 84 lb up at 23-0-12, 577 lb down and 135 lb up at 25-0-12, 690 lb down and 161 lb up at 27-0-12, 616 lb down and 144 lb up at 29-0-12, 628 lb down and 146 lb up at 31-0-12, and 732 lb down and 171 lb up at 33-0-12, and 1280 lb down and 299 lb up at 35-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90, 4-6=-90, 6-10=-90, 17-21=-10, 18-20=-10 Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 55) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-35=-160(F=-10), 21-35=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 56) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-36=-160(F=-10), 21-36=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 57) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-37=-160(F=-10), 21-37=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 58) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-38=-160(F=-10), 21-38=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 59) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 14-17=-160(F=-10), 14-21=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 60) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-39=-160(F=-10), 21-39=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 61) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 13-17=-160(F=-10), 13-21=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 62) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-40=-160(F=-10), 21-40=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) Continued on page 3 Job 11613-A Truss D1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:55 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zHl8CyKw2WDiNGWVHzbodX8yip0HSIVWjj4WRtyVkCc LOAD CASE(S) 63) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-41=-160(F=-10), 21-41=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 64) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-42=-160(F=-10), 21-42=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 65) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-43=-160(F=-10), 21-43=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 66) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-44=-160(F=-10), 21-44=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 67) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-45=-160(F=-10), 21-45=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 68) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-46=-160(F=-10), 21-46=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 69) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-47=-160(F=-10), 21-47=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 70) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-48=-160(F=-10), 21-48=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 71) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-49=-160(F=-10), 21-49=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 72) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-50=-160(F=-10), 21-50=-10(F), 18-20=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 73) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-51=-160(F=-10), 21-51=-10(F), 20-52=-10(F), 18-52=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 74) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-23=-160(F=-10), 21-23=-10(F), 20-53=-10(F), 18-53=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 75) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 1-20=-10(F), 1-18=-160(F=-10) Continued on page 4 Job 11613-A Truss D1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:55 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zHl8CyKw2WDiNGWVHzbodX8yip0HSIVWjj4WRtyVkCc LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 76) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-54=-10(F), 18-54=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 77) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-55=-10(F), 18-55=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 78) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-56=-10(F), 18-56=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 79) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-57=-10(F), 18-57=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 80) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 19-20=-10(F), 18-19=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 81) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-58=-10(F), 18-58=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 82) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-59=-10(F), 18-59=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 83) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 20-60=-10(F), 18-60=-160(F=-10) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 84) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-21=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 85) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-27=-10(F), 21-27=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 86) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-28=-10(F), 21-28=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 87) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 16-17=-10(F), 16-21=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 88) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-29=-10(F), 21-29=-160(F=-10), 18-20=-10(F) Continued on page 5 Job 11613-A Truss D1 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:55 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zHl8CyKw2WDiNGWVHzbodX8yip0HSIVWjj4WRtyVkCc LOAD CASE(S) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 89) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-30=-10(F), 21-30=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 90) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-32=-10(F), 21-32=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 91) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-33=-10(F), 21-33=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) 92) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-6=-90(F), 6-10=-90(F), 17-34=-10(F), 21-34=-160(F=-10), 18-20=-10(F) Concentrated Loads (lb) Vert: 1=-2641(B) 16=-2592(F) 15=-359(F) 14=-690(F) 13=-616(F) 30=-359(F) 33=-359(F) 35=-359(F) 37=-577(F) 41=-628(F) 43=-732(F) 45=-1280(F) 53=-2641(B) 61=-66(F) Job 11613-A Truss D2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:57 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vgtudeLAa7TQcZguPOeGiyEAjdh9wDuoA1ZdWlyVkCa Scale = 1:69.1 T1 T2 T3 B1 W3 W4 W5 W6 W6 W5 W7 W8 W9 W10 W2 W12W11 T4 B1B2 W1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 6061 62 63 5x8 5x8 3x6 4x8 3x4 4x10 3x8 3x4 3x8 3x4 3x5 5x6 4x4 5x8 10x10 4x8 3x8 7-0-4 7-0-4 13-9-0 6-8-12 23-7-0 9-10-0 29-2-13 5-7-13 37-4-4 8-1-7 37-7-0 0-2-12 40-10-0 3-3-0 7-0-4 7-0-4 13-9-0 6-8-12 18-8-0 4-11-0 23-7-0 4-11-0 29-2-13 5-7-13 34-10-11 5-7-13 40-10-0 5-11-5 2- 4 - 8 8- 1 - 4 0- 1 1 - 0 8- 1 - 4 5.00 12 Plate Offsets (X,Y)-- [4:0-5-0,0-2-4], [6:0-5-0,0-2-4], [11:Edge,0-7-11], [12:0-0-4,0-2-0], [18:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.93 0.74 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.55 0.09 0.36 (loc) 15-17 15-17 12 17-18 l/defl >999 >814 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 188 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T1: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W6,W2: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-5-11 max.): 4-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-5-10 oc bracing: 17-18 9-8-11 oc bracing: 15-17. WEBS 1 Row at midpt 3-17, 5-17, 5-15, 8-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=2227/0-5-8 (min. 0-3-11), 19=1945/Mechanical Max Horz19=-144(LC 17) Max Uplift12=-541(LC 17), 19=-722(LC 16) Max Grav12=2902(LC 131), 19=2533(LC 131) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2948/1032, 21-22=-2864/1038, 3-22=-2811/1055, 3-23=-2686/878, 23-24=-2496/901, 4-24=-2379/903, 4-25=-2292/863, 5-25=-2292/863, 5-26=-2254/674, 6-26=-2254/674, 6-27=-2347/707, 7-27=-2622/705, 7-8=-2915/662, 8-9=-128/718, 9-28=-133/622, 10-28=-151/541 BOT CHORD 18-35=-964/2743, 35-36=-964/2743, 36-37=-964/2743, 37-38=-964/2743, 38-39=-964/2743, 39-40=-964/2743, 17-40=-964/2743, 17-41=-587/2390, 41-42=-587/2390, 16-42=-587/2390, 16-43=-587/2390, 43-44=-587/2390, 44-45=-587/2390, 45-46=-587/2390, 46-47=-587/2390, 47-48=-587/2390, 48-49=-587/2390, 15-49=-587/2390, 14-15=-477/2545, 14-50=-477/2545, 50-51=-477/2545, 51-52=-477/2545, 13-52=-477/2545, 13-53=-315/1615, 53-54=-315/1615, 54-55=-315/1615, 55-56=-315/1615, 56-57=-315/1615, 57-58=-315/1615, 58-59=-315/1615, 59-60=-315/1615, 12-60=-315/1615, 12-61=-75/265, 61-62=-75/265, 62-63=-75/265, 11-63=-75/265 WEBS 3-18=-774/343, 3-17=-510/419, 4-17=-248/604, 5-17=-523/308, 5-15=-589/311, 6-15=-178/567, 7-15=-433/237, 7-13=-477/137, 8-13=-240/1080, 8-12=-3389/690, 2-18=-961/2789, 10-12=-779/251, 2-19=-2346/775 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-1-0, Interior(1) 4-1-0 to 13-9-0, Exterior(2R) 13-9-0 to 19-6-5, Interior(1) 19-6-5 to 23-7-0, Exterior(2R) 23-7-0 to 29-2-13, Interior(1) 29-2-13 to 40-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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.Continued on page 2 Job 11613-A Truss D2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:57 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vgtudeLAa7TQcZguPOeGiyEAjdh9wDuoA1ZdWlyVkCa NOTES- 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, with BCDL = 5.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 12 and 722 lb uplift at joint 19. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123 , 124, 125, 126, 127, 128, 129, 130, 131 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 469 lb down and 501 lb up at 9-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90, 4-6=-90, 6-10=-90, 11-20=-10 Concentrated Loads (lb) Vert: 36=-103(B) 89) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 20=-150 36=-103(B) 90) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 29=-150 36=-103(B) 91) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 30=-150 36=-103(B) 92) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 31=-150 36=-103(B) 93) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 32=-150 36=-103(B) 94) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 33=-150 36=-103(B) 95) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 34=-150 36=-103(B) 96) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 18=-150 36=-103(B) 97) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 35=-150 36=-103(B) 98) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-253(B=-103) 99) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 37=-150 100) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Continued on page 3 Job 11613-A Truss D2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:57 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vgtudeLAa7TQcZguPOeGiyEAjdh9wDuoA1ZdWlyVkCa LOAD CASE(S) Concentrated Loads (lb) Vert: 36=-103(B) 38=-150 101) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 39=-150 102) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 40=-150 103) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 41=-150 104) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 42=-150 105) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 16=-150 36=-103(B) 106) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 43=-150 107) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 44=-150 108) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 45=-150 109) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 46=-150 110) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 47=-150 111) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 48=-150 112) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 49=-150 113) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 15=-150 36=-103(B) 114) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 14=-150 36=-103(B) 115) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 50=-150 Continued on page 4 Job 11613-A Truss D2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:57 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vgtudeLAa7TQcZguPOeGiyEAjdh9wDuoA1ZdWlyVkCa LOAD CASE(S) 116) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 51=-150 117) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 52=-150 118) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 13=-150 36=-103(B) 119) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 53=-150 120) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 54=-150 121) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 55=-150 122) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 56=-150 123) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 57=-150 124) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 58=-150 125) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 59=-150 126) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 60=-150 127) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 61=-150 128) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 62=-150 129) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-90(F), 4-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-103(B) 63=-150 130) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-21, 2-4=-41(F=-20), 4-6=-144(F=-20), 6-10=-41(F=-20), 11-19=-10(F) Concentrated Loads (lb) Vert: 20=-150 36=-27(B) 131) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-124, 2-4=-144(F=-20), 4-6=-41(F=-20), 6-10=-144(F=-20), 11-19=-10(F) Continued on page 5 Job 11613-A Truss D2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:57 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vgtudeLAa7TQcZguPOeGiyEAjdh9wDuoA1ZdWlyVkCa LOAD CASE(S) Concentrated Loads (lb) Vert: 20=-150 36=-27(B) Job 11613-A Truss D3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:59 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-r2?e2KNR6kj8rtqHWpgknNJYtQOPO6k5eL2kaeyVkCY Scale = 1:69.8 T1 T2 T3 B1 W3 W4 W5 W6 W7 W6 W8 W9 W10 W11 W2 W13 W12 T4 B1B2O1 W1 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 3738 3940 41 4243 44 45 4647 4849 50 51 52 53 54 55 56 5758 5960 6162 63 64 65 6667 6869 5x10 8x10 3x6 5x12 3x4 4x6 3x4 3x4 3x4 3x4 4x8 4x10 5x6 10x10 5x8 WB 1.5x4 8-0-4 8-0-4 15-9-0 7-8-12 21-7-0 5-10-0 29-5-10 7-10-10 37-4-4 7-10-10 37-7-0 0-2-12 40-10-0 3-3-0 5-5-5 5-5-5 10-7-3 5-1-13 15-9-0 5-1-13 21-7-0 5-10-0 27-10-13 6-3-13 34-2-11 6-3-13 40-10-0 6-7-5 2- 4 - 8 8- 1 1 - 4 0- 1 1 - 0 8- 1 1 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12], [6:0-6-0,0-1-12], [11:Edge,0-7-11], [16:0-2-0,0-3-0], [19:0-2-4,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.76 0.63 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.35 0.12 0.06 (loc) 13-15 13-15 12 17 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 192 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2,T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W6,W7,W8: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-1-5 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-17, 6-17, 7-15, 8-12 2 Rows at 1/3 pts 3-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 12=2202/0-5-8 (min. 0-3-13), 19=1866/Mechanical Max Horz19=-158(LC 17) Max Uplift12=-418(LC 17), 19=-342(LC 16) Max Grav12=2979(LC 99), 19=2728(LC 99) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-22=-3135/458, 4-22=-2873/478, 4-23=-2804/477, 5-23=-2643/497, 5-24=-2428/486, 6-24=-2428/486, 6-25=-2652/488, 25-26=-2819/467, 7-26=-2850/461, 7-27=-2891/461, 8-27=-3207/437, 8-9=-126/690, 9-28=-134/608, 28-29=-139/566, 10-29=-151/539 BOT CHORD 19-30=-396/2611, 30-31=-396/2611, 31-32=-396/2611, 32-33=-396/2611, 33-34=-396/2611, 34-35=-396/2611, 35-36=-396/2611, 18-36=-396/2611, 18-37=-366/2824, 37-38=-366/2824, 38-39=-366/2824, 39-40=-366/2824, 40-41=-366/2824, 41-42=-366/2824, 42-43=-366/2824, 43-44=-366/2824, 44-45=-366/2824, 17-45=-366/2824, 16-17=-231/2438, 16-46=-231/2438, 46-47=-231/2438, 47-48=-231/2438, 48-49=-231/2438, 49-50=-231/2438, 50-51=-231/2438, 15-51=-231/2438, 15-52=-301/2898, 52-53=-301/2898, 14-53=-301/2898, 14-54=-301/2898, 54-55=-301/2898, 55-56=-301/2898, 56-57=-301/2898, 57-58=-301/2898, 13-58=-301/2898, 13-59=-256/2153, 59-60=-256/2153, 60-61=-256/2153, 61-62=-256/2153, 62-63=-256/2153, 63-64=-256/2153, 64-65=-256/2153, 65-66=-256/2153, 12-66=-256/2153, 12-67=-88/286, 67-68=-88/286, 68-69=-88/286, 11-69=-88/286 WEBS 3-18=-11/457, 4-18=-256/58, 4-17=-632/183, 5-17=-83/636, 6-17=-338/339, 6-15=-99/588, 7-15=-630/189, 7-13=-399/96, 8-13=-82/849, 8-12=-3754/553, 3-19=-3419/431, 10-12=-777/262, 2-19=-331/79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-1-0, Interior(1) 4-1-0 to 15-9-0, Exterior(2E) 15-9-0 to 21-7-0, Exterior(2R) 21-7-0 to 27-4-5, Interior(1) 27-4-5 to 40-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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.Continued on page 2 Job 11613-A Truss D3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:59 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-r2?e2KNR6kj8rtqHWpgknNJYtQOPO6k5eL2kaeyVkCY NOTES- 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, with BCDL = 5.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 12 and 342 lb uplift at joint 19. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 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. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 57) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 20=-150 58) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 30=-150 59) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 31=-150 60) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 32=-150 61) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 33=-150 62) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 34=-150 63) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 35=-150 64) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 36=-150 65) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 18=-150 66) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 37=-150 67) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 39=-150 68) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 40=-150 69) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 41=-150 Continued on page 3 Job 11613-A Truss D3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:59 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-r2?e2KNR6kj8rtqHWpgknNJYtQOPO6k5eL2kaeyVkCY LOAD CASE(S) 70) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 43=-150 71) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 44=-150 72) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 45=-150 73) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 16=-150 74) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 46=-150 75) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 47=-150 76) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 49=-150 77) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 50=-150 78) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 51=-150 79) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 15=-150 80) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 52=-150 81) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 53=-150 82) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 14=-150 83) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 54=-150 84) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 55=-150 85) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Continued on page 4 Job 11613-A Truss D3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:48:59 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-r2?e2KNR6kj8rtqHWpgknNJYtQOPO6k5eL2kaeyVkCY LOAD CASE(S) Concentrated Loads (lb) Vert: 56=-150 86) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 58=-150 87) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 59=-150 88) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 60=-150 89) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 61=-150 90) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 62=-150 91) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 63=-150 92) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 64=-150 93) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 65=-150 94) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 66=-150 95) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 67=-150 96) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 68=-150 97) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-5=-90(F), 5-6=-90(F), 6-10=-90(F), 11-19=-10(F) Concentrated Loads (lb) Vert: 69=-150 98) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-21, 2-5=-41(F=-20), 5-6=-144(F=-20), 6-10=-41(F=-20), 11-19=-10(F) Concentrated Loads (lb) Vert: 20=-150 99) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-124, 2-5=-144(F=-20), 5-6=-41(F=-20), 6-29=-144(F=-20), 10-29=-90(F=-20), 11-19=-10(F) Concentrated Loads (lb) Vert: 20=-150 Job 11613-A Truss D4 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:01 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oR6PT?OheMzs5B_feEiCsoOthE2Ws22O5fXqfXyVkCW Scale = 1:71.1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W6 W8 W9 W10 W11 W12 W2 W14 W13 T1 T5 B1B2O1 W1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4546 4748 4950 51 52 53 5455 56 5758 5960 61 62 63 64 65 66 67 6869 70 71 3x6 5x8 5x8 3x6 4x6 3x4 3x10 3x4 3x8 3x4 3x4 1.5x4 4x12 4x8 4x10 5x6 10x10 5x8 WB 1.5x4 9-0-4 9-0-4 17-9-0 8-8-12 19-7-0 1-10-0 28-5-10 8-10-10 37-4-4 8-10-10 37-7-0 0-2-12 40-10-0 3-3-0 6-1-5 6-1-5 11-11-3 5-9-13 17-9-0 5-9-13 19-7-0 1-10-0 24-9-14 5-2-14 30-0-12 5-2-14 35-3-10 5-2-14 40-10-0 5-6-6 2- 4 - 8 9- 9 - 4 0- 1 1 - 0 9- 9 - 4 5.00 12 Plate Offsets (X,Y)-- [6:0-5-0,0-2-4], [7:0-4-0,0-1-13], [13:Edge,0-7-11], [21:0-2-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.72 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.43 0.13 0.07 (loc) 15-17 15-17 14 15-17 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 205 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W5,W6,W7,W8,W2: 2x4 SPF No.2 OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-2-12 max.): 6-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 8-17, 11-14 2 Rows at 1/3 pts 4-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 14=2202/0-5-8 (min. 0-3-15), 21=1866/Mechanical Max Horz21=-172(LC 17) Max Uplift14=-415(LC 17), 21=-338(LC 16) Max Grav14=3077(LC 40), 21=2754(LC 40) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-25=-3525/459, 25-26=-3491/460, 5-26=-3230/482, 5-6=-3020/462, 6-27=-2609/455, 7-27=-2609/455, 7-8=-3002/467, 8-28=-3260/499, 28-29=-3260/497, 29-30=-3507/486, 9-30=-3524/477, 9-10=-3615/465, 10-11=-3762/445, 11-31=-124/616, 12-31=-145/512 BOT CHORD 21-32=-419/2997, 32-33=-419/2997, 33-34=-419/2997, 34-35=-419/2997, 35-36=-419/2997, 36-37=-419/2997, 37-38=-419/2997, 38-39=-419/2997, 20-39=-419/2997, 20-40=-355/3124, 40-41=-355/3124, 41-42=-355/3124, 42-43=-355/3124, 43-44=-355/3124, 44-45=-355/3124, 45-46=-355/3124, 46-47=-355/3124, 19-47=-355/3124, 19-48=-355/3124, 18-48=-355/3124, 18-49=-188/2604, 49-50=-188/2604, 17-50=-188/2604, 17-51=-261/3094, 51-52=-261/3094, 52-53=-261/3094, 53-54=-261/3094, 54-55=-261/3094, 16-55=-261/3094, 16-56=-261/3094, 56-57=-261/3094, 57-58=-261/3094, 58-59=-261/3094, 15-59=-261/3094, 15-60=-187/1766, 60-61=-187/1766, 61-62=-187/1766, 62-63=-187/1766, 63-64=-187/1766, 64-65=-187/1766, 65-66=-187/1766, 66-67=-187/1766, 67-68=-187/1766, 14-68=-187/1766 WEBS 4-20=0/361, 5-18=-805/230, 6-18=-119/680, 7-18=-344/390, 7-17=-164/748, 8-17=-835/236, 9-15=-677/161, 11-15=-172/1707, 11-14=-3549/508, 4-21=-3830/432, 12-14=-649/231, 2-21=-328/87 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 4-1-0, Interior(1) 4-1-0 to 17-9-0, Exterior(2E) 17-9-0 to 19-7-0, Exterior(2R) 19-7-0 to 25-4-5, Interior(1) 25-4-5 to 40-8-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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. Continued on page 2 Job 11613-A Truss D4 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:01 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oR6PT?OheMzs5B_feEiCsoOthE2Ws22O5fXqfXyVkCW NOTES- 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, with BCDL = 5.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 14 and 338 lb uplift at joint 21. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 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. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 59) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 22=-150 60) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 32=-150 61) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 33=-150 62) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 34=-150 63) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 35=-150 64) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 36=-150 65) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 37=-150 66) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 38=-150 67) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 39=-150 68) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 20=-150 69) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 40=-150 70) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 42=-150 71) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 43=-150 Continued on page 3 Job 11613-A Truss D4 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:01 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oR6PT?OheMzs5B_feEiCsoOthE2Ws22O5fXqfXyVkCW LOAD CASE(S) 72) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 44=-150 73) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 45=-150 74) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 47=-150 75) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 19=-150 76) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 48=-150 77) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 49=-150 78) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 50=-150 79) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 17=-150 80) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 51=-150 81) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 52=-150 82) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 54=-150 83) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 55=-150 84) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 16=-150 85) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 56=-150 86) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 58=-150 87) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Continued on page 4 Job 11613-A Truss D4 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:01 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oR6PT?OheMzs5B_feEiCsoOthE2Ws22O5fXqfXyVkCW LOAD CASE(S) Concentrated Loads (lb) Vert: 59=-150 88) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 60=-150 89) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 61=-150 90) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 62=-150 91) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 63=-150 92) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 64=-150 93) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 65=-150 94) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 66=-150 95) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 67=-150 96) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 68=-150 97) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 69=-150 98) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 70=-150 99) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 6-7=-90(F), 7-12=-90(F), 13-22=-10(F) Concentrated Loads (lb) Vert: 71=-150 Job 11613-A Truss E1 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:02 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GdgngLPJPf5jiLYsCxDRP?x2BeRqbXEYKJHOBzyVkCV Scale = 1:39.6 W1 T1 B1W2 W3 W4 W5 W6 W7 T2 1 2 3 4 5 6 11 10 9 8 7 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1.5x4 3x4 3x5 4x4 3x4 3x4 3x4 3x6 1x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 9-1-15 5-8-3 15-0-14 5-10-15 15-1-10 0-0-12 3-5-12 3-5-12 9-1-15 5-8-3 15-0-14 5-10-15 15-1-10 0-0-12 0- 1 1 - 0 7- 2 - 1 1 5.00 12 Plate Offsets (X,Y)-- [8:0-2-4,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.82 0.52 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.12 0.00 0.01 (loc) 8-9 8-9 8 8-9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 69 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 10=951/0-5-8 (min. 0-1-10), 8=548/Mechanical Max Horz10=190(LC 16) Max Uplift10=-131(LC 12), 8=-119(LC 16) Max Grav10=1049(LC 22), 8=784(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-141/441, 2-12=-127/450, 2-13=-648/6, 3-13=-560/6, 3-14=-549/8, 4-14=-458/19 BOT CHORD 10-19=-362/78, 19-20=-362/78, 20-21=-362/78, 21-22=-362/78, 22-23=-362/78, 9-23=-362/78, 9-24=-135/522, 24-25=-135/522, 25-26=-135/522, 26-27=-135/522, 8-27=-135/522 WEBS 1-10=-366/192, 2-10=-950/159, 2-9=-49/743, 4-8=-661/171, 5-8=-352/111 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-1-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 131 lb uplift at joint 10 and 119 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E1 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:02 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GdgngLPJPf5jiLYsCxDRP?x2BeRqbXEYKJHOBzyVkCV LOAD CASE(S) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 22=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 16=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 17=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 49) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 22=-150 50) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Continued on page 3 Job 11613-A Truss E1 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:02 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GdgngLPJPf5jiLYsCxDRP?x2BeRqbXEYKJHOBzyVkCV LOAD CASE(S) Concentrated Loads (lb) Vert: 23=-150 51) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 52) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 24=-150 53) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 54) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-66(F), 7-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 Job 11613-A Truss E2 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:03 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kqE9thQxAzEaKU72lfkgyDUHA2pfK22hZz0xjPyVkCU Scale = 1:35.7 W1 T1 B1W2 W3 W4 W5 W6 W7 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 16 17 1819 20 2122 2324 25 26 27 1.5x4 3x5 4x4 3x4 3x4 3x4 3x5 3x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 8-1-15 4-8-3 13-1-10 4-11-11 3-5-12 3-5-12 8-1-15 4-8-3 13-1-10 4-11-11 0- 1 1 - 0 6- 4 - 1 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.55 0.42 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.06 -0.01 0.00 (loc) 6-7 6-7 4 6-7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 60 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=862/0-5-8 (min. 0-1-9), 6=246/Mechanical, 4=167/Mechanical Max Horz8=165(LC 16) Max Uplift8=-127(LC 12), 6=-61(LC 16), 4=-41(LC 12) Max Grav8=990(LC 22), 6=363(LC 22), 4=255(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-151/456, 2-10=-137/465, 2-11=-511/0, 11-12=-431/1, 3-12=-329/11 BOT CHORD 8-17=-380/55, 17-18=-380/55, 18-19=-380/55, 19-20=-380/55, 20-21=-380/55, 21-22=-380/55, 7-22=-380/55, 7-23=-117/398, 23-24=-117/398, 24-25=-117/398, 25-26=-117/398, 26-27=-117/398, 6-27=-117/398 WEBS 1-8=-396/208, 2-8=-894/168, 2-7=-63/636, 3-6=-523/153 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 12-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 8, 61 lb uplift at joint 6 and 41 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E2 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:03 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kqE9thQxAzEaKU72lfkgyDUHA2pfK22hZz0xjPyVkCU LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 8=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 19=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 22=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 24=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 27=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 9=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 14=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 15=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 16=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 17=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 18=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 20=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 21=-150 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Continued on page 3 Job 11613-A Truss E2 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:03 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kqE9thQxAzEaKU72lfkgyDUHA2pfK22hZz0xjPyVkCU LOAD CASE(S) Concentrated Loads (lb) Vert: 23=-150 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 25=-150 56) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 26=-150 57) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 27=-150 Job 11613-A Truss E3 Truss Type JACK-CLOSED Qty 6 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:04 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C0oX51RZxHMRyeiEJMGvUQ0VFRAY3YFqncmVGsyVkCT Scale = 1:31.3 W1 T1 B1W2 W3 W4 W5 W6 W7 1 2 3 4 9 8 7 6 5 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1.5x4 3x5 4x4 3x4 3x4 3x4 3x5 3x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 7-1-15 3-8-3 11-1-10 3-11-11 3-5-12 3-5-12 7-1-15 3-8-3 11-1-10 3-11-11 0- 1 1 - 0 5- 6 - 1 1 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.34 0.31 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.03 -0.01 -0.00 (loc) 6-7 6-7 4 7-8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 52 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=778/0-5-8 (min. 0-1-8), 6=163/Mechanical, 4=133/Mechanical Max Horz8=142(LC 16) Max Uplift8=-123(LC 12), 6=-53(LC 16), 4=-33(LC 12) Max Grav8=949(LC 22), 6=278(LC 43), 4=200(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-161/466, 2-10=-147/475, 2-11=-366/0 BOT CHORD 8-16=-392/36, 16-17=-392/36, 17-18=-392/36, 18-19=-392/36, 7-19=-392/36, 7-20=-90/255, 20-21=-90/255, 21-22=-90/255, 22-23=-90/255, 23-24=-90/255, 6-24=-90/255 WEBS 1-8=-415/223, 2-8=-853/176, 2-7=-67/513, 3-6=-355/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 10-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint 8, 53 lb uplift at joint 6 and 33 lb uplift at joint 4. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E3 Truss Type JACK-CLOSED Qty 6 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:04 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C0oX51RZxHMRyeiEJMGvUQ0VFRAY3YFqncmVGsyVkCT LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 8=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 18=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 20=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 23=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 9=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 13=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 14=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 15=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 16=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 17=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 19=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 21=-150 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 22=-150 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Continued on page 3 Job 11613-A Truss E3 Truss Type JACK-CLOSED Qty 6 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:04 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C0oX51RZxHMRyeiEJMGvUQ0VFRAY3YFqncmVGsyVkCT LOAD CASE(S) Concentrated Loads (lb) Vert: 24=-150 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-66(F), 5-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss E4 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:05 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gCMwINRCiaUIZoHQt3n81eZasrUNo?p_0GV2oIyVkCS Scale = 1:27.7 W1 T1 B1W2 W3 W4 W5 1 2 3 7 6 5 4 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1.5x4 4x4 3x4 3x5 3x4 3x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 9-1-10 5-7-14 3-5-12 3-5-12 9-1-10 5-7-14 0- 1 1 - 0 4- 8 - 1 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.73 0.40 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.01 -0.01 (loc) 5-6 5-6 3 5-6 l/defl >999 >765 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=706/0-5-8 (min. 0-1-8), 5=-27/Mechanical, 3=195/Mechanical Max Horz6=119(LC 16) Max Uplift6=-122(LC 12), 5=-106(LC 43), 3=-50(LC 16) Max Grav6=930(LC 22), 5=136(LC 42), 3=298(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-142/363, 8-9=-131/420, 2-9=-129/428 BOT CHORD 6-15=-335/50, 15-16=-335/50, 16-17=-335/50, 17-18=-335/50, 18-19=-335/50, 19-20=-335/50, 20-21=-335/50, 5-21=-335/50 WEBS 1-6=-321/171, 2-6=-852/236, 2-5=-53/359 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122 lb uplift at joint 6, 106 lb uplift at joint 5 and 50 lb uplift at joint 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E4 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:05 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gCMwINRCiaUIZoHQt3n81eZasrUNo?p_0GV2oIyVkCS LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 6=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 17=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 20=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 5=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 7=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 12=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 13=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 14=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 15=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 16=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 18=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 19=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 21=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E5 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:05 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gCMwINRCiaUIZoHQt3n81eZWkrWcoqJ_0GV2oIyVkCS Scale = 1:23.5 W1 T1 B1 W2 W3 W4 W5 1 2 3 7 6 5 4 8 9 10 11 12 13 14 15 16 17 18 9x10 MT18HS 6x8 6x8 5x6 3x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 7-1-10 3-7-14 3-5-12 3-5-12 3-6-13 0-1-1 7-1-10 3-6-13 0- 1 1 - 0 3- 1 0 - 1 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-8], [5:0-3-8,0-3-0], [6:0-3-8,0-3-0], [7:Edge,0-6-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.99 0.26 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.01 -0.04 -0.01 (loc) 5-6 5-6 3 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 31 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=2651/0-5-8 (min. 0-4-10), 5=-1079/Mechanical, 3=103/Mechanical Max Horz6=97(LC 16) Max Uplift6=-555(LC 16), 5=-1135(LC 22), 3=-32(LC 16) Max Grav6=2960(LC 22), 5=209(LC 16), 3=161(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-975/2014, 8-9=-964/2111, 2-9=-962/2129 BOT CHORD 6-15=-1859/759, 15-16=-1859/759, 16-17=-1859/759, 17-18=-1859/759, 5-18=-1859/759 WEBS 1-6=-1897/949, 2-6=-2506/1029, 2-5=-888/2177 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 6, 1135 lb uplift at joint 5 and 32 lb uplift at joint 3. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 15) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1030 lb down and 470 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Continued on page 2 Job 11613-A Truss E5 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:05 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gCMwINRCiaUIZoHQt3n81eZWkrWcoqJ_0GV2oIyVkCS LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-7=-10 Concentrated Loads (lb) Vert: 1=-1000(F) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 6=-150 1=-760(F) 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 17=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 5=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 7=-150 1=-760(F) 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 11=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 12=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 14=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 15=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 16=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 18=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 5=-150 Job 11613-A Truss E6 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:06 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-8PwIWjSqSuc9BysdRnINZr6ilFt2XHQ7FwFbKkyVkCR Scale = 1:19.2 W1 T1 B1 W2 W3 W4 W5 1 2 3 7 6 5 4 8 9 10 11 12 13 14 15 9x10 MT18HS 6x8 8x8 8x8 3x4 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 5-1-10 1-7-14 3-5-12 3-5-12 5-1-10 1-7-14 0- 1 1 - 0 3- 0 - 1 1 5.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-8], [3:0-3-0,0-0-8], [5:0-4-0,0-3-8], [6:0-3-8,0-3-0], [7:0-3-8,0-6-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 Job 11613-A Truss E7 Truss Type JACK-CLOSED Qty 6 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:07 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cbUgj3TSDCk?p6Rp_Upc63e2CfDoGyuHTa_9tAyVkCQ Scale = 1:13.8 W1 T1 B1 W2 W3 1 2 5 4 3 6 7 1.5x4 4x6 3x4 3x4 0- 0 - 0 0-1-8 3-1-10 3-1-10 3-1-10 3-1-10 0- 1 1 - 0 2- 2 - 1 1 1- 1 0 - 4 2- 2 - 1 1 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.23 0.21 0.03 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 4-5 4-5 2 5 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-10 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) 5=136/Mechanical, 4=16/Mechanical, 2=122/Mechanical Max Horz4=44(LC 13) Max Uplift5=-13(LC 16), 4=-2(LC 16), 2=-48(LC 16) Max Grav5=253(LC 39), 4=166(LC 42), 2=169(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 5, 2 lb uplift at joint 4 and 48 lb uplift at joint 2. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 3-5=-10(F) Continued on page 2 Job 11613-A Truss E7 Truss Type JACK-CLOSED Qty 6 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:07 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cbUgj3TSDCk?p6Rp_Upc63e2CfDoGyuHTa_9tAyVkCQ LOAD CASE(S) Concentrated Loads (lb) Vert: 5=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 3-5=-10(F) Concentrated Loads (lb) Vert: 6=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 3-5=-10(F) Concentrated Loads (lb) Vert: 7=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 3-5=-10(F) Concentrated Loads (lb) Vert: 4=-150 Job 11613-A Truss E10 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:07 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-cbUgj3TSDCk?p6Rp_Upc63ewhf79GthHTa_9tAyVkCQ Scale = 1:46.5 W1 T2 W7 B1W2 W3 W4 W5 W6 T1 B2 1 2 3 4 5 10 9 8 7 6 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1.5x4 3x4 3x4 3x5 3x5 3x4 4x4 3x4 3x4 3x4 3-3-0 3-3-0 3-5-12 0-2-12 10-2-10 6-8-14 17-3-0 7-0-6 3-5-12 3-5-12 10-2-10 6-8-14 17-3-0 7-0-6 0- 1 1 - 0 8- 1 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-1-13,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.64 0.37 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.06 -0.18 0.01 0.01 (loc) 6-7 6-7 6 7 l/defl >999 >904 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 78 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W6: 2x4 SPF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-6, 4-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=640/Mechanical, 9=1055/0-5-8 (min. 0-1-13) Max Horz9=213(LC 16) Max Uplift6=-134(LC 16), 9=-139(LC 12) Max Grav6=886(LC 22), 9=1144(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-11=-129/420, 2-11=-116/428, 2-12=-817/8, 3-12=-722/10, 3-13=-607/25, 4-13=-578/26, 5-6=-394/114 BOT CHORD 9-18=-337/105, 18-19=-337/105, 19-20=-337/105, 20-21=-337/105, 21-22=-337/105, 8-22=-337/105, 7-8=-337/105, 7-23=-154/667, 23-24=-154/667, 24-25=-154/667, 25-26=-154/667, 26-27=-154/667, 27-28=-154/667, 6-28=-154/667 WEBS 1-9=-323/173, 2-9=-1044/159, 2-7=-43/854, 4-6=-792/183 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 17-1-4 zone; cantilever left and right exposed ; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 134 lb uplift at joint 6 and 139 lb uplift at joint 9. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E10 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:08 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-4n22xOU4_VssQG0?YCKreGB5R3TO?KxQiEkiPdyVkCP LOAD CASE(S) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 10=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 15=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 16=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 17=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 18=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 19=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 20=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 21=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 22=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 8=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 7=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 23=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 24=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 25=-150 49) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 26=-150 50) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Continued on page 3 Job 11613-A Truss E10 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:08 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-4n22xOU4_VssQG0?YCKreGB5R3TO?KxQiEkiPdyVkCP LOAD CASE(S) Concentrated Loads (lb) Vert: 27=-150 51) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 28=-150 52) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 6-10=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss E11 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:09 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-Z_bQ8kUilp_j2PbC6vr4BUkGaSthklEZxuTFx3yVkCO Scale = 1:27.7 W1 T1 W5 B1W2 W3 W4 1 2 3 7 6 5 4 8 9 10 11 12 13 14 15 16 17 18 19 2010x10 3x4 4x4 6x8 3x5 0-1-8 5-3-0 5-3-0 5-5-12 0-2-12 9-1-10 3-7-14 4-6-13 4-6-13 5-5-12 0-10-15 9-1-10 3-7-14 0- 1 1 - 0 4- 8 - 1 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-8], [7:Edge,0-7-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.38 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.02 -0.02 -0.02 (loc) 5-6 5-6 3 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 40 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=87/Mechanical, 6=1355/0-5-8 (min. 0-2-11), 5=-426/Mechanical Max Horz6=178(LC 15) Max Uplift3=-30(LC 40), 6=-405(LC 12), 5=-497(LC 22) Max Grav3=136(LC 22), 6=1712(LC 22), 5=143(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-338/600, 8-9=-328/622, 9-10=-325/638, 2-10=-318/755 BOT CHORD 6-18=-574/247, 18-19=-574/247, 19-20=-574/247, 5-20=-574/247 WEBS 1-6=-806/489, 2-6=-1423/419, 2-5=-211/753 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 30 lb uplift at joint 3, 405 lb uplift at joint 6 and 497 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 59, 60, 61, 62, 63, 64, 65, 66, 67, 68 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 88 lb up at 3-3-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E11 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:09 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-Z_bQ8kUilp_j2PbC6vr4BUkGaSthklEZxuTFx3yVkCO LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-7=-10 Concentrated Loads (lb) Vert: 14=-142 59) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 7=-150 60) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 12=-150 61) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 13=-150 62) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 14=-150 63) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 15=-150 64) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 17=-150 65) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 18=-150 66) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 19=-150 67) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 20=-150 68) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-7=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E12 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:10 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1A9pM4VKW76agZAOgdNJkhGNos3_T8CjAYDpTVyVkCN Scale = 1:23.5 W1 T1 B1 W3 W5 W4W2 1 2 8 7 6 5 4 9 10 11 3 12 13 14 15 16 17 1.5x4 1.5x4 2x6 6x8 3x4 6x8 1.5x4 0-1-8 2-0-0 2-0-0 5-3-0 3-3-0 5-5-12 0-2-12 7-0-2 1-6-6 7-1-10 0-1-8 2-0-0 2-0-0 5-5-12 3-5-12 7-0-2 1-6-6 7-1-10 0-1-8 0- 1 1 - 0 3- 1 0 - 1 1 5.00 12 Plate Offsets (X,Y)-- [3:0-3-0,0-0-8], [5:0-3-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.97 0.95 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.51 -0.06 0.00 (loc) 5-6 8 3 5-6 l/defl >999 >126 n/a >999 L/d 240 120 n/a 360 PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=1629/0-5-8 (min. 0-3-12), 3=-195/Mechanical, 5=-759/Mechanical Max Horz6=97(LC 16) Max Uplift6=-377(LC 12), 3=-294(LC 22), 5=-1106(LC 39) Max Grav6=2383(LC 22), 3=79(LC 16), 5=147(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-263/116 BOT CHORD 7-13=-572/357, 13-14=-572/357, 14-15=-572/357, 15-16=-572/357, 6-16=-572/357, 6-17=-572/172, 5-17=-572/172 WEBS 2-6=-2616/986, 2-5=-399/1326, 2-7=-450/749 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 6-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 377 lb uplift at joint 6, 294 lb uplift at joint 3 and 1106 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E12 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:10 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1A9pM4VKW76agZAOgdNJkhGNos3_T8CjAYDpTVyVkCN LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 12=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 7=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 14=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-8=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E13 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:10 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1A9pM4VKW76agZAOgdNJkhGOosAnTEZjAYDpTVyVkCN Scale = 1:18.4 W1 T1 B1 W2 W3 1 2 6 5 4 7 8 3 9 10 11 12 13 1.5x4 4x6 3x4 1x4 0-1-8 5-1-10 5-1-10 5-1-10 5-1-10 0- 1 1 - 0 3- 0 - 1 1 5.00 12 Plate Offsets (X,Y)-- [5:0-2-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.91 0.45 0.30 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 0.02 0.00 -0.01 (loc) 4 4 4 l/defl >448 >154 n/a >474 L/d 240 180 n/a 360 PLATES MT20 Weight: 21 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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) 3=-0/Mechanical, 5=493/Mechanical Max Horz3=594(LC 22), 5=-594(LC 22) Max Uplift5=-149(LC 12) Max Grav5=719(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-263/578, 7-8=-256/644, 2-8=-253/747, 2-3=-150/548 WEBS 1-5=-600/313, 2-5=-608/247 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-0-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint 5. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 35, 36, 37, 38, 39, 40 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Continued on page 2 Job 11613-A Truss E13 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:10 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1A9pM4VKW76agZAOgdNJkhGOosAnTEZjAYDpTVyVkCN LOAD CASE(S) Concentrated Loads (lb) Vert: 6=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 10=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 11=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 12=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 13=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E14 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:11 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VMjBZQWzHQERHjlaDKuYGvpcjGRqCXpsOCyM0yyVkCM Scale = 1:39.6 W1 T2 B1 W2 W3 W4 W5 W6 T1 1 2 3 4 5 6 10 9 8 7 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 8x8 3x4 4x4 3x4 3x4 3x5 1x4 6-0-0 6-0-0 6-2-12 0-2-12 15-1-10 8-10-14 5-1-11 5-1-11 9-11-15 4-10-3 15-1-10 5-1-11 0- 1 1 - 0 7- 2 - 1 1 5.00 12 Plate Offsets (X,Y)-- [10:Edge,0-2-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.78 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.39 0.00 -0.05 (loc) 8-9 8-9 8 8-9 l/defl >582 >267 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 67 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 9=1254/0-5-8 (min. 0-2-6), 8=245/Mechanical Max Horz9=190(LC 16) Max Uplift9=-232(LC 12), 8=-101(LC 18) Max Grav9=1510(LC 35), 8=450(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-264/124, 1-11=-269/174, 2-3=-291/829, 3-12=-287/898, 4-12=-272/983 BOT CHORD 10-14=-617/308, 14-15=-617/308, 15-16=-617/308, 16-17=-617/308, 17-18=-617/308, 9-18=-617/308 WEBS 2-10=-476/812, 2-9=-530/186, 4-9=-1180/262, 5-8=-305/99 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 15-1-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 232 lb uplift at joint 9 and 101 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 11613-A Truss E14 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:11 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VMjBZQWzHQERHjlaDKuYGvpcjGRqCXpsOCyM0yyVkCM LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 10=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 14=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 15=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 16=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 17=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 18=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 9=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 19=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 20=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 21=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 22=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 23=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 24=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 25=-150 49) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Concentrated Loads (lb) Vert: 26=-150 50) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-10=-10(F) Continued on page 3 Job 11613-A Truss E14 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:11 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VMjBZQWzHQERHjlaDKuYGvpcjGRqCXpsOCyM0yyVkCM LOAD CASE(S) Concentrated Loads (lb) Vert: 8=-150 Job 11613-A Truss E15 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:12 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zZHZmmXb2kMIvtJnn2Pnp6MnKgqBx2Y0dsiwYOyVkCL Scale = 1:35.7 W1 T1 B1W2 W4W3 W5 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 21 22 8x8 4x4 3x5 3x4 1x4 6-0-0 6-0-0 6-2-12 0-2-12 13-1-10 6-10-14 6-2-12 6-2-12 6-6-13 0-4-1 13-1-10 6-6-13 0- 1 1 - 0 6- 4 - 1 1 5.00 12 Plate Offsets (X,Y)-- [8:Edge,0-7-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 0.58 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.17 -0.01 -0.04 (loc) 6-7 6-7 6 6-7 l/defl >999 >477 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 7=1218/0-5-8 (min. 0-2-6), 6=81/Mechanical Max Horz7=167(LC 16) Max Uplift7=-239(LC 12), 6=-85(LC 35) Max Grav7=1506(LC 35), 6=247(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-319/758, 9-10=-299/876, 2-10=-296/887 BOT CHORD 7-17=-699/103, 17-18=-699/103, 18-19=-699/103, 19-20=-699/103, 20-21=-699/103, 21-22=-699/103, 6-22=-699/103 WEBS 1-7=-828/455, 2-6=-114/777, 2-7=-1332/363, 3-6=-402/133 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 13-1-10 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 239 lb uplift at joint 7 and 85 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 11613-A Truss E15 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:12 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zZHZmmXb2kMIvtJnn2Pnp6MnKgqBx2Y0dsiwYOyVkCL LOAD CASE(S) Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 12=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 13=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 14=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 7=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 20=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 21=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 22=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss E16 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:13 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-Rlrx_6YDp2U9X1uzLlw0LKuzF4Edgcm9sWRT4qyVkCK Scale = 1:28.1 W1 T1 W5 B1W2 W4W31 2 3 6 5 4 7 8 9 10 11 12 13 14 15 16 17 18 1.5x4 3x5 4x4 3x4 3x5 3x4 3-3-0 3-3-0 3-5-12 0-2-12 9-3-0 5-9-4 3-5-12 3-5-12 4-7-8 1-1-12 9-3-0 4-7-8 0- 1 1 - 0 4- 9 - 4 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.70 0.38 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >873 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 39 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=713/0-5-8 (min. 0-1-8), 4=182/Mechanical Max Horz5=182(LC 13) Max Uplift5=-158(LC 12), 4=-91(LC 13) Max Grav5=952(LC 35), 4=332(LC 44) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-145/399, 7-8=-134/476, 2-8=-133/487, 3-4=-325/153 BOT CHORD 5-14=-369/164, 14-15=-369/164, 15-16=-369/164, 16-17=-369/164, 17-18=-369/164, 4-18=-369/164 WEBS 1-5=-354/176, 2-4=-100/413, 2-5=-857/238 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 9-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 158 lb uplift at joint 5 and 91 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Continued on page 2 Job 11613-A Truss E16 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:13 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-Rlrx_6YDp2U9X1uzLlw0LKuzF4Edgcm9sWRT4qyVkCK LOAD CASE(S) Concentrated Loads (lb) Vert: 6=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 11=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 12=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 13=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 14=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 15=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 16=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 17=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 18=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 4=-150 Job 11613-A Truss E22 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:14 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vxPJBSYraLc09BT9vSRFuXR8ITYgP?HJ4AB0cGyVkCJ Scale = 1:44.1 W1 T2 B1 W2 W3 W4 W5 W6 W7 T1 B2 1 2 3 4 5 6 12 11 10 9 8 7 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3x5 3x4 3x4 3x4 4x10 2x4 4x4 3x4 3x5 1x4 6-0-0 6-0-0 6-2-12 0-2-12 10-8-13 4-6-1 16-3-0 5-6-3 5-6-3 5-6-3 10-8-13 5-2-11 16-3-0 5-6-3 0- 1 1 - 0 7- 8 - 4 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.68 0.45 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.09 -0.01 -0.02 (loc) 8-9 8-9 8 9-11 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 77 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-3 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=1291/0-5-8 (min. 0-2-7), 8=320/Mechanical Max Horz11=203(LC 16) Max Uplift11=-232(LC 12), 8=-110(LC 18) Max Grav11=1536(LC 35), 8=539(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-297/126, 1-13=-304/160, 2-14=-291/0, 3-14=-275/0 BOT CHORD 12-17=-677/304, 17-18=-677/304, 18-19=-677/304, 19-20=-677/304, 20-21=-677/304, 11-21=-677/304, 11-22=-1039/119, 22-23=-1039/119, 23-24=-1039/119, 10-24=-1039/119, 9-10=-1039/119 WEBS 2-12=-452/906, 2-11=-1504/317, 2-9=-170/1173, 4-9=-536/144, 4-8=-262/106, 5-8=-329/101 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-3-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 232 lb uplift at joint 11 and 110 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E22 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:14 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vxPJBSYraLc09BT9vSRFuXR8ITYgP?HJ4AB0cGyVkCJ LOAD CASE(S) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 12=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 17=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 18=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 19=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 20=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 21=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 11=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 22=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 23=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 24=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 10=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 9=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 25=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 26=-150 49) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 27=-150 50) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Continued on page 3 Job 11613-A Truss E22 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:14 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vxPJBSYraLc09BT9vSRFuXR8ITYgP?HJ4AB0cGyVkCJ LOAD CASE(S) Concentrated Loads (lb) Vert: 28=-150 51) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-90(F), 8-12=-10(F) Concentrated Loads (lb) Vert: 8=-150 Job 11613-A Truss E23 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:15 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-N7ziPoZTLfktmK2LSAyURlzGStuN8QOSJqwa9jyVkCI Scale = 1:44.1 W1 T2 B1 W2 W4 W5 W6 W7 W8 W3 T1 B2 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 18 19 20 21 22 23 24 25 26 27 3x4 3x4 3x4 3x4 8x8 2x4 3x8 3x4 3x5 1x4 1x4 3-7-12 3-7-12 6-0-0 2-4-4 6-2-12 0-2-12 10-8-13 4-6-1 16-3-0 5-6-3 3-7-12 3-7-12 5-6-3 1-10-7 10-8-13 5-2-11 16-3-0 5-6-3 0- 1 1 - 0 7- 8 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-2-8,0-2-4], [9:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.79 0.49 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.09 -0.01 0.00 (loc) 8-9 8-9 8 9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 80 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-3-2 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=1423/0-5-8 (min. 0-2-10), 8=291/Mechanical Max Horz11=203(LC 12) Max Uplift11=-238(LC 8), 8=-117(LC 37) Max Grav11=1667(LC 50), 8=510(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-253/97, 2-14=-263/0 BOT CHORD 13-16=-634/115, 16-17=-634/115, 17-18=-634/115, 12-18=-634/115, 12-19=-721/146, 19-20=-721/146, 11-20=-721/146, 11-21=-1231/41, 21-22=-1231/41, 22-23=-1231/41, 10-23=-1231/41, 9-10=-1231/41 WEBS 2-13=-177/796, 2-11=-1692/244, 2-9=-92/1342, 4-9=-586/75, 5-8=-328/51, 2-12=-70/326 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 238 lb uplift at joint 11 and 117 lb uplift at joint 8. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 28 lb up at 3-7-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E23 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:15 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-N7ziPoZTLfktmK2LSAyURlzGStuN8QOSJqwa9jyVkCI LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90, 7-13=-10 Concentrated Loads (lb) Vert: 12=-103(F) 50) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 13=-150 12=-103(F) 51) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 16=-150 52) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 17=-150 53) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 18=-150 54) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 19=-150 55) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 20=-150 56) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 11=-150 12=-103(F) 57) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 21=-150 58) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 22=-150 59) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 23=-150 60) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 10=-150 12=-103(F) 61) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 9=-150 12=-103(F) 62) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 24=-150 63) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 25=-150 64) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Continued on page 3 Job 11613-A Truss E23 Truss Type JACK-CLOSED GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:15 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-N7ziPoZTLfktmK2LSAyURlzGStuN8QOSJqwa9jyVkCI LOAD CASE(S) Concentrated Loads (lb) Vert: 12=-103(F) 26=-150 65) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 12=-103(F) 27=-150 66) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-90(F), 7-13=-10(F) Concentrated Loads (lb) Vert: 8=-150 12=-103(F) Job 11613-A Truss E25 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:16 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-rKW4c8a56zskOUdY0tTjzyWV4HAVt_6bYUg7h9yVkCH Scale = 1:22.7 W1 T1 B1 W2 W3 W4 B2 B3 BL1 B4 1 2 3 8 7 6 5 4 9 10 11 12 13 14 16 17 15 2x4 3x4 4x6 3x5 3x4 7x22 MT18HS 2x6 0-1-8 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 7-2-11 3-8-15 3-5-12 3-5-12 3-7-6 0-1-10 7-2-11 3-7-5 0- 1 1 - 0 3- 1 1 - 2 1- 6 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-6-0,Edge], [3:0-3-0,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.54 0.75 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.02 0.00 (loc) 5-6 5-6 3 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 34 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=-45/Mechanical, 3=116/Mechanical, 9=602/0-7-4 (min. 0-1-8) Max Horz9=98(LC 16) Max Uplift5=-132(LC 39), 3=-39(LC 16), 9=-145(LC 12) Max Grav5=120(LC 46), 3=176(LC 22), 9=885(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-142/413, 2-10=-132/425 BOT CHORD 2-9=-824/334, 6-16=-338/132, 16-17=-338/132, 5-17=-338/132 WEBS 1-7=-329/176, 2-5=-148/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-0, Interior(1) 3-2-0 to 6-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb uplift at joint 5, 39 lb uplift at joint 3 and 145 lb uplift at joint 9. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 15) User moving load cases exist: Review the load cases for details. 16) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E25 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:16 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-rKW4c8a56zskOUdY0tTjzyWV4HAVt_6bYUg7h9yVkCH LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 8=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 12=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 13=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 7=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 16=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 17=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 7-8=-10(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E26 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:17 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KW4SqTbjtG_b0eCkab?yWA3hchVkcPQln8PhDbyVkCG Scale = 1:19.1 W1 T1 B4 W2 W4 B1 B2 B3 BL1 W31 2 3 6 5 4 8 7 910 11 12 13 14 2x4 3x4 3x4 3x4 6x8 4x6 7x22 MT18HS 0-1-8 3-3-0 3-3-0 3-5-12 0-2-12 5-2-11 1-8-15 3-5-12 3-5-12 5-2-11 1-8-15 0- 1 1 - 0 3- 1 - 2 1- 6 - 0 5.00 12 Plate Offsets (X,Y)-- [2:0-6-0,Edge], [3:0-3-0,0-0-8], [5:0-3-8,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.49 0.75 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.02 0.00 (loc) 6 6 3 6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 27 lb FT = 20% GRIP 197/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 3=6/Mechanical, 5=-172/Mechanical, 9=638/0-7-4 (min. 0-1-8) Max Horz9=71(LC 12) Max Uplift3=-55(LC 39), 5=-324(LC 39), 9=-182(LC 12) Max Grav3=12(LC 22), 5=60(LC 12), 9=931(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-105/359, 2-10=-95/425 BOT CHORD 5-6=-454/175, 6-14=-383/150, 9-14=-383/150, 2-9=-991/443 WEBS 1-7=-329/144, 2-5=-257/668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-2-0, Interior(1) 3-2-0 to 4-11-7 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 9) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 55 lb uplift at joint 3, 324 lb uplift at joint 5 and 182 lb uplift at joint 9. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Load case(s) 39, 40, 41, 42, 43, 44 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 15) User moving load cases exist: Review the load cases for details. 16) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 17) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E26 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:17 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KW4SqTbjtG_b0eCkab?yWA3hchVkcPQln8PhDbyVkCG LOAD CASE(S) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 12=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 13=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 7=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F), 7-8=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E26A Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:17 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KW4SqTbjtG_b0eCkab?yWA3cjhdqcFTln8PhDbyVkCG Scale = 1:19.4 W1 T1 B1 W2 W3 W4 1 2 3 7 6 5 4 8 9 10 11 1.5x4 6x8 3x6 5x6 3x8 3-3-0 3-3-0 3-5-12 0-2-12 5-1-3 1-7-7 5-2-11 0-1-8 5-1-3 5-1-3 5-2-11 0-1-8 0- 1 1 - 0 3- 1 - 2 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.80 0.23 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.00 -0.00 (loc) 5-6 5-6 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 23 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=3065/0-5-8 (min. 0-5-6), 5=-1857/Mechanical Max Horz6=73(LC 16) Max Uplift6=-572(LC 16), 5=-1983(LC 22) Max Grav6=3426(LC 22), 5=307(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-807/1685, 8-9=-799/1767, 2-9=-796/1868 WEBS 1-6=-1664/829, 2-6=-3382/1373, 2-5=-768/1917 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 5-2-11 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 572 lb uplift at joint 6 and 1983 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 719 lb down and 332 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-7=-10 Concentrated Loads (lb) Vert: 1=-700(F) Job 11613-A Truss E27 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:18 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oieq1pbMea6Sdonw8IWB2NbvT5zGLvau?o9El2yVkCF Scale = 1:13.9 W1 T1 B1 W2 W3 1 2 6 5 4 3 7 8 1.5x4 4x6 3x4 1x4 3-2-11 3-2-11 3-2-11 3-2-11 2- 2 - 8 0- 1 1 - 0 2- 3 - 2 1- 1 0 - 1 1 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.29 0.22 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.01 0.00 -0.00 (loc) 4 4 4 l/defl >999 >485 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-11 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) 3=-0/Mechanical, 5=302/Mechanical Max Horz3=372(LC 35), 5=-372(LC 35) Max Uplift5=-89(LC 12) Max Grav5=410(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-112/444, 2-3=-49/343 WEBS 1-5=-383/148, 2-5=-327/136 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 89 lb uplift at joint 5. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 Continued on page 2 Job 11613-A Truss E27 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:18 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oieq1pbMea6Sdonw8IWB2NbvT5zGLvau?o9El2yVkCF LOAD CASE(S) 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 7=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 8=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss E29 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:19 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GvCCE9c_PuFIFyM7h01Qbb83YULm4MC2ESunIUyVkCE Scale = 1:22.3 T1 B1 W2 W3 W1 1 2 3 7 6 5 43x5 3x4 1x4 1x4 3-8-11 3-8-11 3-8-11 3-8-11 2- 4 - 8 3- 1 1 - 2 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 5-6 5-6 5 6 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 19 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=188/Mechanical, 6=162/0-2-8 (min. 0-1-8) Max Horz6=56(LC 16) Max Uplift5=-93(LC 16) Max Grav5=261(LC 22), 6=223(LC 22) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 at joint(s) 6. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 5. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 11613-A Truss E30 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:20 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-k5mbSVdc9BN9t6xJFjYf8ohBvuevpcLBT6eLqwyVkCD Scale = 1:23.8 W1 T1 W5 B1 W2 W3 W41 2 3 6 5 4 7 8 9 10 11 12 13 1410x10 1.5x4 6x8 6x8 5x6 3-3-0 3-3-0 3-5-12 0-2-12 7-3-0 3-9-4 3-5-12 3-5-12 3-7-8 0-1-12 7-3-0 3-7-8 0- 1 1 - 0 3- 1 1 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-3-8,0-3-0], [6:Edge,0-7-11] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.27 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.01 -0.02 -0.01 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 32 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-6 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=2587/0-5-8 (min. 0-4-9), 4=-892/Mechanical Max Horz5=147(LC 13) Max Uplift5=-567(LC 16), 4=-931(LC 27) Max Grav5=2896(LC 22), 4=184(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-970/2103, 2-7=-957/2121 BOT CHORD 5-12=-1849/842, 12-13=-1849/842, 13-14=-1849/842, 4-14=-1849/842 WEBS 1-5=-1886/942, 2-5=-2447/993, 2-4=-889/2127 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-1-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 567 lb uplift at joint 5 and 931 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1030 lb down and 467 lb up at 0-1-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E30 Truss Type JACK-CLOSED Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:20 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-k5mbSVdc9BN9t6xJFjYf8ohBvuevpcLBT6eLqwyVkCD LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-10 Concentrated Loads (lb) Vert: 1=-1000(F) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 1=-760(F) 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 9=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 10=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 11=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 12=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 13=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 14=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 1=-760(F) 4=-150 Job 11613-A Truss E31 Truss Type JACK-CLOSED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:20 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-k5mbSVdc9BN9t6xJFjYf8ohI6uirppMBT6eLqwyVkCD Scale = 1:18.1 W1 T1 B1 W2 W4 W3 1 2 3 4 8 7 6 5 9 1.5x4 1.5x4 1x4 1x4 3x4 3x5 0-1-8 2-0-4 2-0-4 3-9-3 1-8-15 2-0-4 2-0-4 3-9-3 1-8-15 1- 6 - 5 3- 1 - 2 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.09 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 8 8 6 7 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 18 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-3 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) 8=76/Mechanical, 7=206/0-5-8 (min. 0-1-8), 6=80/Mechanical Max Horz8=65(LC 13) Max Uplift8=-18(LC 16), 6=-91(LC 16) Max Grav8=106(LC 22), 7=287(LC 22), 6=112(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-7=-266/8 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 3-9-3 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 8 and 91 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job 11613-A Truss E35 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:21 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-CHKzfreEwVV0UFVVpQ3ug0DMeIzHYElLhmNuMMyVkCC Scale = 1:25.5 W1 T1 W5 B1W2 W3 W41 2 3 6 5 4 7 8 9 10 11 12 13 14 15 16 1.5x4 1.5x4 4x4 3x4 3x4 3x4 3-3-0 3-3-0 3-5-12 0-2-12 8-0-0 4-6-4 3-5-12 3-5-12 4-0-0 0-6-4 8-0-0 4-0-0 0- 1 1 - 0 4- 3 - 0 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.33 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.04 -0.00 -0.01 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 34 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=679/0-5-8 (min. 0-1-8), 4=92/Mechanical Max Horz5=160(LC 13) Max Uplift5=-159(LC 12), 4=-82(LC 13) Max Grav5=955(LC 22), 4=220(LC 43) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-160/382, 7-8=-148/445, 2-8=-147/454 BOT CHORD 5-13=-365/127, 13-14=-365/127, 14-15=-365/127, 15-16=-365/127, 4-16=-365/127 WEBS 1-5=-373/177, 2-5=-858/251, 2-4=-82/404 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 159 lb uplift at joint 5 and 82 lb uplift at joint 4. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Continued on page 2 Job 11613-A Truss E35 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:21 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-CHKzfreEwVV0UFVVpQ3ug0DMeIzHYElLhmNuMMyVkCC LOAD CASE(S) Concentrated Loads (lb) Vert: 6=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 10=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 11=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 12=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 13=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 14=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 15=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 16=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 4=-150 Job 11613-A Truss E36 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:22 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gUuLtBfshpdt6P4iN8a7DDmUGiFtHfeUwQ7SupyVkCB Scale = 1:44.5 T1 W5 B1 W2 W3 W4 W1 1 2 3 4 8 7 6 5 9 1011 12 13 14 15 16 17 18 19 20 21 22 23 24 3x5 3x4 3x4 3x6 3x4 2x6 6-10-8 6-10-8 13-9-0 6-10-8 6-10-8 6-10-8 13-9-0 6-10-8 2- 4 - 8 8- 1 - 4 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.62 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.19 0.01 -0.03 (loc) 6-7 6-7 5 5-6 l/defl >999 >857 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 66 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-5-0 oc bracing. WEBS 1 Row at midpt 4-5, 3-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=666/Mechanical, 7=694/Mechanical Max Horz7=296(LC 15) Max Uplift5=-157(LC 13), 7=-103(LC 16) Max Grav5=910(LC 22), 7=785(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-814/153, 9-10=-639/154, 10-11=-632/168, 3-11=-600/170, 4-5=-379/150 BOT CHORD 7-13=-387/289, 13-14=-387/289, 14-15=-387/289, 15-16=-387/289, 16-17=-387/289, 17-18=-387/289, 6-18=-387/289, 6-19=-309/699, 19-20=-309/699, 20-21=-309/699, 21-22=-309/699, 22-23=-309/699, 23-24=-309/699, 5-24=-309/699 WEBS 2-6=-97/736, 3-5=-845/275, 2-7=-755/178 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-7-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 157 lb uplift at joint 5 and 103 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss E36 Truss Type JACK-CLOSED Qty 5 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:22 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-gUuLtBfshpdt6P4iN8a7DDmUGiFtHfeUwQ7SupyVkCB LOAD CASE(S) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 8=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 13=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 14=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 15=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 16=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 17=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 18=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 6=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 19=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 20=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 21=-150 46) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 22=-150 47) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 23=-150 48) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 24=-150 49) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 2-4=-66(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss EE6 Truss Type MONOPITCH STRUCTURAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:23 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-8gSj4XfUS6lkkZfuwr5MlRJlN6go077d94s?RFyVkCA Scale = 1:18.4 T1 W5 B1 W3 W1 W2 W41 2 3 6 5 4 7 8 9 10 1.5x4 1.5x4 4x4 3x4 3x4 6x8 3-4-12 3-4-12 5-0-14 1-8-2 3-4-12 3-4-12 5-0-14 1-8-2 0- 1 1 - 0 3- 0 - 6 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.34 0.19 0.27 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 = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=747/1-9-14 (min. 0-1-8), 4=-268/1-9-14 (min. 0-1-8) Max Horz5=109(LC 13) Max Uplift5=-207(LC 12), 4=-522(LC 35) Max Grav5=1084(LC 22), 4=87(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-180/416, 2-7=-173/466 BOT CHORD 5-10=-384/116, 4-10=-384/116 WEBS 2-5=-970/328, 1-5=-392/210, 2-4=-104/637 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-4-12, Interior(1) 3-4-12 to 4-11-2 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 207 lb uplift at joint 5 and 522 lb uplift at joint 4. 9) Non Standard bearing condition. Review required. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 35, 36, 37, 38, 39, 40 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss EE6 Truss Type MONOPITCH STRUCTURAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:23 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-8gSj4XfUS6lkkZfuwr5MlRJlN6go077d94s?RFyVkCA LOAD CASE(S) 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 8=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 9=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 10=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 4=-150 Job 11613-A Truss F1 Truss Type HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:26 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZF7siYiNl17Jb1OTc_f4N3xDzJZlDOm4r25f1ayVkC7 Scale = 1:27.3 T1 T2 T3 B1 W3 W4 W3 W6 W1 W2 W5 HW2 B2 1 2 3 4 5 6 11 10 9 8 7 16 17 18 19 20 21 22 23 24 25 26 27 28 5x6 3x6 3x4 4x10 4x6 6x8 5x6 3x10 4x6 4x6 7x8 4-0-0 4-0-0 8-11-0 4-11-0 12-8-4 3-9-4 12-11-0 0-2-12 16-2-0 3-3-0 4-0-0 4-0-0 8-11-0 4-11-0 12-8-4 3-9-4 16-2-0 3-5-12 2- 3 - 4 3- 1 1 - 4 0- 1 1 - 0 3- 1 1 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-4], [3:0-3-0,0-2-4], [9:0-2-0,0-4-12], [10:0-3-8,0-4-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.58 0.82 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.08 0.13 0.01 0.07 (loc) 9-10 9-10 7 9-10 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 156 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud -˜ 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (4-11-0 max.): 2-3. BOT CHORD Rigid ceiling directly applied or 4-6-4 oc bracing. REACTIONS.(lb/size) 11=2856/0-5-8 (min. 0-2-8), 7=2682/0-5-8 (min. 0-2-5) Max Horz11=-70(LC 10) Max Uplift11=-1819(LC 69), 7=-1771(LC 67) Max Grav11=3039(LC 18), 7=2834(LC 137) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3060/2511, 2-16=-2488/2401, 3-16=-2488/2401, 3-4=-2787/2745, 4-5=-86/505, 1-11=-2747/2106 BOT CHORD 10-20=-2241/2733, 20-21=-2241/2733, 21-22=-2241/2733, 22-23=-2241/2733, 9-23=-2241/2733, 8-9=-409/99, 8-24=-409/99, 24-25=-409/99, 7-25=-409/99, 7-26=-409/99, 26-27=-409/99, 27-28=-409/99, 6-28=-409/99 WEBS 2-10=-1214/1088, 2-9=-524/29, 3-9=-1454/788, 4-7=-2918/2126, 1-10=-2617/3068, 4-9=-2678/3084 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 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 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 1819 lb uplift at joint 11 and 1771 lb uplift at joint 7. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137 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 11613-A Truss F1 Truss Type HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:26 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZF7siYiNl17Jb1OTc_f4N3xDzJZlDOm4r25f1ayVkC7 NOTES- 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 935 lb down and 107 lb up at 2-1-12, 338 lb down and 1380 lb up at 4-0-0 , 870 lb down and 115 lb up at 4-1-12, 194 lb down and 1039 lb up at 6-0-12, 773 lb down and 119 lb up at 6-1-12, 194 lb down and 1039 lb up at 6-10-4, and 1553 lb down and 342 lb up at 8-1-4, and 338 lb down and 1380 lb up at 8-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 3-6=-90, 11-12=-10 Concentrated Loads (lb) Vert: 10=-905(F=-35, B=-870) 9=-35(F) 18=-935(B) 21=-636(F=127, B=-763) 22=127(F) 23=-1553(B) 104) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 11=-150 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 105) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 17=-150 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 106) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-1052(B=-902) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 107) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 19=-150 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 108) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-487(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 109) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 20=-150 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 110) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-494(F=430, B=-773) 22=430(F) 23=-1165(B) 111) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=280(F=430) 23=-1165(B) 112) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1315(B=-1165) 113) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=282(F=432) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 114) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 8=-150 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 115) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 24=-150 116) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 25=-150 Continued on page 3 Job 11613-A Truss F1 Truss Type HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:26 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZF7siYiNl17Jb1OTc_f4N3xDzJZlDOm4r25f1ayVkC7 LOAD CASE(S) 117) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 26=-150 118) Reversal: 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 27=-150 119) Reversal: 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 28=-150 120) Reversal: 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-337(F=432, B=-770) 9=432(F) 12=-150 18=-902(B) 21=-344(F=430, B=-773) 22=430(F) 23=-1165(B) 121) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 11=-150 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 122) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 17=-150 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 123) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-894(B=-744) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 124) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 19=-150 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 125) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-1099(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 126) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 20=-150 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 127) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-959(F=-194, B=-615) 22=-194(F) 23=-1165(B) 128) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-344(F=-194) 23=-1165(B) 129) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1315(B=-1165) 130) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-488(F=-338) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 131) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 8=-150 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 132) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Continued on page 4 Job 11613-A Truss F1 Truss Type HIP GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:26 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZF7siYiNl17Jb1OTc_f4N3xDzJZlDOm4r25f1ayVkC7 LOAD CASE(S) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 24=-150 133) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 25=-150 134) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 26=-150 135) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 27=-150 136) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) 28=-150 137) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-3=-66(F), 3-6=-66(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 10=-949(F=-338, B=-611) 9=-338(F) 12=-150 18=-744(B) 21=-809(F=-194, B=-615) 22=-194(F) 23=-1165(B) Job 11613-A Truss H8 Truss Type HALF HIP GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:27 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1RhEwui?WLFACAzf9hAJwHTK6jzRystD4iqCa0yVkC6 Scale = 1:24.5 T1 T2 W3 B1 W3 W4W1W2 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 4x4 1x4 7x8 3x8 4x6 4x6 5-3-12 5-3-12 10-5-0 5-1-4 0-6-0 0-6-0 5-3-12 4-9-12 10-5-0 5-1-4 4- 0 - 8 4- 3 - 0 5.00 12 Plate Offsets (X,Y)-- [5:Edge,0-3-8], [6:0-4-0,0-4-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.81 0.53 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.08 -0.00 0.02 (loc) 6-7 6-7 5 6-7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 59 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 SPF Stud *Except* W1: 2x6 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-5-13 max.): 2-4. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=1296/Mechanical, 7=1184/Mechanical Max Horz7=111(LC 11) Max Uplift5=-368(LC 9), 7=-332(LC 8) Max Grav5=1566(LC 42), 7=1421(LC 42) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-1147/280, 3-9=-1147/280, 3-4=-1147/280, 4-5=-1163/264 WEBS 3-6=-852/169, 4-6=-336/1404, 2-7=-1178/279, 2-6=-334/1415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 368 lb uplift at joint 5 and 332 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 290 lb down and 97 lb up at 1-9-12 , 290 lb down and 97 lb up at 3-9-12, 290 lb down and 97 lb up at 5-9-12, and 290 lb down and 97 lb up at 7-9-12, and 293 lb down and 94 lb up at 9-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss H8 Truss Type HALF HIP GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:27 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1RhEwui?WLFACAzf9hAJwHTK6jzRystD4iqCa0yVkC6 LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90, 2-4=-90, 5-8=-10 Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 94) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 8=-150 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 95) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 10=-150 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 96) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-440(F=-290) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 97) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 12=-150 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 98) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-440(F=-290) 15=-290(F) 17=-290(F) 19=-293(F) 99) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 14=-150 15=-290(F) 17=-290(F) 19=-293(F) 100) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-440(F=-290) 17=-290(F) 19=-293(F) 101) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 16=-150 17=-290(F) 19=-293(F) 102) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-440(F=-290) 19=-293(F) 103) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 18=-150 19=-293(F) 104) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-443(F=-293) 105) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 8=-150 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 106) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 10=-150 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 107) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-440(F=-290) 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 108) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Continued on page 3 Job 11613-A Truss H8 Truss Type HALF HIP GIRDER Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:27 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1RhEwui?WLFACAzf9hAJwHTK6jzRystD4iqCa0yVkC6 LOAD CASE(S) Concentrated Loads (lb) Vert: 11=-290(F) 12=-150 13=-290(F) 15=-290(F) 17=-290(F) 19=-293(F) 109) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-440(F=-290) 15=-290(F) 17=-290(F) 19=-293(F) 110) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 14=-150 15=-290(F) 17=-290(F) 19=-293(F) 111) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-440(F=-290) 17=-290(F) 19=-293(F) 112) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 16=-150 17=-290(F) 19=-293(F) 113) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-440(F=-290) 19=-293(F) 114) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 18=-150 19=-293(F) 115) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-70(F), 2-4=-90(F), 5-7=-10(F) Concentrated Loads (lb) Vert: 11=-290(F) 13=-290(F) 15=-290(F) 17=-290(F) 19=-443(F=-293) Job 11613-A Truss H9 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:28 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VeFc7EjdHfN1qKYrjPhYSU0Wo7JphJOMILam6SyVkC5 Scale = 1:30.2 T1 T2 W5 B1 W3 W4 W2W1 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 3x4 3x5 4x10 3x4 3x4 2x6 4-1-8 4-1-8 10-5-0 6-3-8 4-1-8 4-1-8 10-5-0 6-3-8 3- 4 - 3 5- 0 - 1 3 5.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-12], [4:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.52 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.00 -0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >965 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 51 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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.): 3-4. 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) 5=500/Mechanical, 7=527/Mechanical Max Horz7=157(LC 15) Max Uplift5=-143(LC 13), 7=-109(LC 16) Max Grav5=695(LC 36), 7=682(LC 54) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-424/136, 3-9=-317/146, 4-5=-437/114 BOT CHORD 6-15=-224/359, 15-16=-224/359, 16-17=-224/359, 17-18=-224/359, 18-19=-224/359, 5-19=-224/359 WEBS 3-5=-418/205, 2-6=-119/467, 2-7=-610/194 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-1-8, Exterior(2R) 4-1-8 to 8-4-7, Interior(1) 8-4-7 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 143 lb uplift at joint 5 and 109 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss H9 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:28 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VeFc7EjdHfN1qKYrjPhYSU0Wo7JphJOMILam6SyVkC5 LOAD CASE(S) 54) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 55) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 12=-150 56) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 13=-150 57) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 14=-150 58) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 59) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 60) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 61) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 62) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 63) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 64) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss H10 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:29 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zqp_LakF2yVuSU72H6Cn?iZhXWg4QmkWX?JJevyVkC4 Scale = 1:34.8 T1 T2 W5 B1 W3 W4 W2W1 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 19 20 2x4 3x5 4x10 3x4 3x4 2x6 6-1-8 6-1-8 10-5-0 4-3-8 6-1-8 6-1-8 10-5-0 4-3-8 3- 4 - 3 5- 1 0 - 1 3 5.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.75 0.46 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.12 -0.00 0.01 (loc) 6-7 6-7 5 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 54 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T2: 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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.): 3-4. 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) 5=500/Mechanical, 7=527/Mechanical Max Horz7=192(LC 15) Max Uplift5=-148(LC 13), 7=-105(LC 16) Max Grav5=650(LC 64), 7=726(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-421/124, 9-10=-340/127, 3-10=-336/142, 4-5=-283/87 BOT CHORD 7-13=-255/197, 13-14=-255/197, 14-15=-255/197, 15-16=-255/197, 16-17=-255/197, 6-17=-255/197, 6-18=-221/313, 18-19=-221/313, 19-20=-221/313, 5-20=-221/313 WEBS 3-5=-518/260, 2-6=-71/359, 2-7=-699/186 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-1-8, Exterior(2E) 6-1-8 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 148 lb uplift at joint 5 and 105 lb uplift at joint 7. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss H10 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:29 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zqp_LakF2yVuSU72H6Cn?iZhXWg4QmkWX?JJevyVkC4 LOAD CASE(S) 54) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 55) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 13=-150 56) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 14=-150 57) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 58) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 59) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 60) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 61) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 62) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 63) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 20=-150 64) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90(F), 3-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss H11 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:30 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-R0NMYwltpGdl3ehErpj0Yv5vLwxJ9EMfmf3tBLyVkC3 Scale = 1:38.6 T1 T2 W6 B1 W3 W4 W5 W2 W1 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 5x6 2x6 3x4 4x8 3x6 3x6 1x4 8-1-8 8-1-8 10-5-0 2-3-8 4-2-8 4-2-8 8-1-8 3-11-0 10-5-0 2-3-8 3- 4 - 3 6- 8 - 1 3 5.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-4], [8:0-2-4,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.55 0.71 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.26 0.01 0.01 (loc) 7-8 7-8 6 7-8 l/defl >999 >458 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 63 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud 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.): 4-5. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=500/Mechanical, 8=527/Mechanical Max Horz8=227(LC 15) Max Uplift6=-151(LC 13), 8=-97(LC 16) Max Grav6=650(LC 64), 8=791(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-344/145, 5-6=-662/277 BOT CHORD 8-13=-294/407, 13-14=-294/407, 14-15=-294/407, 15-16=-294/407, 16-17=-294/407, 17-18=-294/407, 18-19=-294/407, 7-19=-294/407 WEBS 3-7=-334/207, 5-7=-278/618, 3-8=-648/131, 2-8=-251/77 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 8-1-8, Exterior(2E) 8-1-8 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 151 lb uplift at joint 6 and 97 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss H11 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:30 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-R0NMYwltpGdl3ehErpj0Yv5vLwxJ9EMfmf3tBLyVkC3 LOAD CASE(S) 54) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 9=-150 55) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 13=-150 56) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 14=-150 57) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 15=-150 58) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 16=-150 59) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 17=-150 60) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 18=-150 61) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 19=-150 62) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 63) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 20=-150 64) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 4-5=-90(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss H12 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:31 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vCwlmGlVaalbhoGQOXFF47e1sKMoufop?JoQjnyVkC2 Scale = 1:42.0 T1 W5 B1 W3 W4 W2W1 1 2 3 4 8 7 6 5 9 10 11 12 13 14 15 16 17 18 3x4 3x6 3x4 3x4 3x4 1x4 0-1-8 0-1-8 5-2-8 5-1-0 10-5-0 5-2-8 0-1-8 0-1-8 5-2-8 5-1-0 10-1-8 4-11-0 10-5-0 0-3-8 3- 4 - 3 7- 6 - 1 3 5.00 12 Plate Offsets (X,Y)-- [4:0-2-0,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.69 0.44 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.08 -0.00 0.02 (loc) 6-7 6-7 5 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 56 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=500/Mechanical, 7=527/0-7-8 (min. 0-1-8) Max Horz7=264(LC 15) Max Uplift5=-152(LC 16), 7=-86(LC 16) Max Grav5=713(LC 22), 7=682(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-490/121, 3-9=-323/133, 4-5=-280/130 BOT CHORD 7-11=-353/277, 11-12=-353/277, 12-13=-353/277, 13-14=-353/277, 6-14=-353/277, 6-15=-265/408, 15-16=-265/408, 16-17=-265/408, 17-18=-265/408, 5-18=-265/408 WEBS 3-5=-570/256, 2-6=-80/484, 2-7=-625/171 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 10-3-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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 152 lb uplift at joint 5 and 86 lb uplift at joint 7. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 35) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 2 Job 11613-A Truss H12 Truss Type HALF HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:31 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-vCwlmGlVaalbhoGQOXFF47e1sKMoufop?JoQjnyVkC2 LOAD CASE(S) Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 36) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 11=-150 37) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 12=-150 38) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 13=-150 39) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 14=-150 40) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 41) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 42) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 43) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 44) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 45) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-90(F), 5-8=-10(F) Concentrated Loads (lb) Vert: 5=-150 Job 11613-A Truss M2 Truss Type JACK-OPEN GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:32 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NPU7zcm8LttSJyrdyEmUdKB70kg4d1syDzYzFEyVkC1 Scale = 1:28.0 W1 T1 B1 W6 W2 W4W3 W5 1 2 3 6 5 4 8 7 9 10 6x12 4x10 3x6 10x10 3x4 8x8 4-9-12 4-9-12 6-0-8 1-2-12 0-0-14 0-0-14 2-8-14 2-8-0 6-0-8 3-3-10 0- 1 0 - 1 4 2- 4 - 8 4- 8 - 0 1- 6 - 0 0- 7 - 4 5.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-1-12], [5:0-5-0,0-6-4], [6:0-3-0,0-6-4] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.99 0.57 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.06 0.02 0.02 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 102 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x8 DF SS WEBS 2x4 SPF Stud *Except* W1,W6: 2x8 DF SS, W2: 2x6 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 4=5575/Mechanical, 9=4300/0-2-8 (min. 0-1-8) Max Horz9=75(LC 50) Max Uplift4=-854(LC 12), 9=-895(LC 12) Max Grav4=5684(LC 18), 9=4396(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-8=-814/3912, 1-8=-814/3912, 1-2=-1286/235, 2-3=-979/109 BOT CHORD 6-10=-221/1133, 5-10=-221/1133, 4-5=-42/301 WEBS 3-4=-4174/578, 2-5=-523/187, 3-5=-590/4391, 1-9=-5291/1079 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 1-0-0 oc, 2x8 - 2 rows staggered at 1-0-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x8 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc, Except member 5-3 2x4 - 1 row at 0-3-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 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) Refer to girder(s) for truss to truss connections. 10) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 854 lb uplift at joint 4 and 895 lb uplift at joint 9. 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 11613-A Truss M2 Truss Type JACK-OPEN GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:32 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-NPU7zcm8LttSJyrdyEmUdKB70kg4d1syDzYzFEyVkC1 NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2515 lb down and 740 lb up at 0-10-0, 2708 lb down and 362 lb up at 2-9-12, and 2885 lb down and 358 lb up at 4-9-12, and 1255 lb down and 416 lb up at 5-8-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 4=-1255(B) 5=-2885(F) 6=-2515(F) 10=-2708(F) Job 11613-A Truss T1 Truss Type ROOF SPECIAL Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:34 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KnctOHoOsV7AYF??4foyilGTQXLW5xvFhH14K6yVkC? Scale = 1:78.9 T2 T3 B1 W3 W4 W5 W6 W6 W5 W7 W1 W2 W13 T1 T4 B1B2 B3 W11 W8 W9 W10 HW2 W12O1 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3839 40 4142 43 44 45 46 47 4849 50515253 54 5556 57 58 59 60 61 62 63 64 65 66676869 3x6 5x8 5x8 WB3x4 3x8 3x4 4x4 4x4 3x4 4x6 7x10 MT18HS 12x12 2x6 3x10 MT20HS 2x4 3x10 4x10 8x8 7x8 8-11-5 8-11-5 17-7-2 8-7-13 26-2-14 8-7-12 34-10-11 8-7-14 39-10-0 4-11-5 43-10-0 4-0-0 7-6-0 7-6-0 14-8-8 7-2-8 21-11-0 7-2-8 29-1-8 7-2-8 36-4-0 7-2-8 39-10-0 3-6-0 43-10-0 4-0-0 2- 3 - 4 11 - 4 - 1 3 0- 1 0 - 1 1- 5 - 3 5.00 12 Plate Offsets (X,Y)-- [7:0-3-12,0-3-4], [9:0-3-4,0-9-4], [10:0-5-8,0-4-0], [12:0-3-8,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.63 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 0.09 0.10 (loc) 16-18 16-18 9 16-18 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 236 lb FT = 20% GRIP 185/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2, T4: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x8 DF SS WEBS 2x4 SPF No.2 *Except* W3,W1,W11,W8,W9,W10,W12: 2x4 SPF Stud OTHERS 2x4 SPF Stud WEDGE Right: 2x8 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-18, 4-16, 6-15, 6-13 2 Rows at 1/3 pts 2-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 19=2156/0-5-8 (min. 0-2-13), 9=2187/0-5-8 (min. 0-2-7) Max Horz19=-105(LC 17) Max Uplift19=-391(LC 16), 9=-370(LC 17) Max Grav19=2209(LC 4), 9=2287(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-260/102, 2-3=-3119/603, 3-21=-2937/630, 4-21=-2917/631, 4-22=-2850/584, 5-22=-2733/598, 5-23=-2713/596, 6-23=-2830/582, 6-24=-2793/593, 7-24=-3002/591, 7-8=-2443/456, 8-25=-2521/424, 9-25=-2624/419, 1-19=-359/122 BOT CHORD 19-26=-544/2741, 26-27=-544/2741, 27-28=-544/2741, 28-29=-544/2741, 29-30=-544/2741, 30-31=-544/2741, 31-32=-544/2741, 32-33=-544/2741, 18-33=-544/2741, 18-34=-441/2720, 34-35=-441/2720, 35-36=-441/2720, 36-37=-441/2720, 37-38=-441/2720, 17-38=-441/2720, 17-39=-441/2720, 39-40=-441/2720, 40-41=-441/2720, 16-41=-441/2720, 16-42=-257/2203, 42-43=-257/2203, 43-44=-257/2203, 44-45=-257/2203, 45-46=-257/2203, 46-47=-257/2203, 47-48=-257/2203, 48-49=-257/2203, 49-50=-257/2203, 15-50=-257/2203, 15-51=-371/2685, 51-52=-371/2685, 52-53=-371/2685, 14-53=-371/2685, 14-54=-371/2685, 54-55=-371/2685, 55-56=-371/2685, 56-57=-371/2685, 57-58=-371/2685, 13-58=-371/2685, 13-59=-288/1694, 59-60=-288/1694, 60-61=-288/1694, 61-62=-288/1694, 62-63=-288/1694, 12-63=-288/1694, 10-67=-51/487, 67-68=-51/488, 68-69=-51/488, 9-69=-51/489 WEBS 2-18=-44/292, 4-16=-884/308, 5-16=-267/1059, 5-15=-258/1015, 6-15=-848/301, 2-19=-3180/501, 10-12=-756/159, 10-13=-150/1065, 7-10=-715/123, 9-12=-309/1858 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-11-0, Exterior(2R) 21-11-0 to 24-11-0, Interior(1) 24-11-0 to 43-2-12 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job 11613-A Truss T1 Truss Type ROOF SPECIAL Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:34 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KnctOHoOsV7AYF??4foyilGTQXLW5xvFhH14K6yVkC? NOTES- 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, with BCDL = 5.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 19 and 370 lb uplift at joint 9. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81 , 82, 83 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 19=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 26=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 27=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 28=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 29=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 30=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 31=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 32=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 33=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 18=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 34=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 35=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 37=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job 11613-A Truss T1 Truss Type ROOF SPECIAL Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:34 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KnctOHoOsV7AYF??4foyilGTQXLW5xvFhH14K6yVkC? LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 38=-150 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 17=-150 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 39=-150 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 40=-150 56) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 41=-150 57) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 42=-150 58) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 43=-150 59) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 44=-150 60) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 45=-150 61) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 46=-150 62) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 47=-150 63) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 48=-150 64) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 50=-150 65) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 15=-150 66) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 51=-150 67) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Continued on page 4 Job 11613-A Truss T1 Truss Type ROOF SPECIAL Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:34 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KnctOHoOsV7AYF??4foyilGTQXLW5xvFhH14K6yVkC? LOAD CASE(S) Concentrated Loads (lb) Vert: 53=-150 68) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 14=-150 69) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 54=-150 70) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 55=-150 71) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 57=-150 72) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 58=-150 73) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 13=-150 74) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 59=-150 75) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 60=-150 76) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 61=-150 77) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 62=-150 78) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 63=-150 79) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 64=-150 80) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 65=-150 81) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 66=-150 82) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 11=-150 Continued on page 5 Job 11613-A Truss T1 Truss Type ROOF SPECIAL Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:34 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KnctOHoOsV7AYF??4foyilGTQXLW5xvFhH14K6yVkC? LOAD CASE(S) 83) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 11-19=-10(F), 9-10=-10(F) Concentrated Loads (lb) Vert: 11=-150 Job 11613-A Truss T2 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:36 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GAkepzpeO6OunZ9OB4qQnALprL0?ZqaY8bWBN?yVkBz Scale = 1:85.4 T2 T3 B1 W3 W4 W5 W6 W6 W5 W4 W1 W2 W10 T1 T4 B1B2 B4B3 W9 HW2W7 W81 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4041 42 43 44 45 46 47 4849 5051 5253 5455 56 5758 59 60 6162 63 646566 67 3x6 5x8 4x8 4x6 3x4 3x8 3x4 4x4 4x4 3x4 4x6 5x10 MT18HS 4x4 5x18 MT18HS4x6 2x4 4x6 5x12 4x12 3x4 8-11-5 8-11-5 17-7-2 8-7-13 26-2-14 8-7-12 34-10-11 8-7-14 43-10-0 8-11-5 7-6-0 7-6-0 14-8-8 7-2-8 21-11-0 7-2-8 29-1-8 7-2-8 34-10-11 5-9-4 36-4-0 1-5-4 43-10-0 7-6-0 2- 3 - 4 11 - 4 - 1 3 0- 9 - 4 1- 6 - 0 5.00 12 Plate Offsets (X,Y)-- [8:0-4-0,Edge], [10:0-5-14,0-6-7], [12:Edge,0-3-8], [14:0-3-4,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 1.00 0.63 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.45 0.11 0.10 (loc) 17-19 17-19 10 17-19 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 227 lb FT = 20% GRIP 185/144 185/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T1: 2x4 SPF No.2, T4: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B4: 2x6 DF 2400F 2.0E, B3: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W2,W10: 2x4 SPF No.2 WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 4-17, 6-16, 6-14 2 Rows at 1/3 pts 2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=2148/0-5-8 (min. 0-2-13), 10=2179/0-7-4 (min. 0-2-4) Max Horz20=-103(LC 17) Max Uplift20=-390(LC 16), 10=-368(LC 17) Max Grav20=2201(LC 4), 10=2282(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-259/102, 2-3=-3107/602, 3-4=-2925/629, 4-22=-2834/581, 5-22=-2716/595, 5-23=-2687/591, 6-23=-2805/576, 6-24=-2783/616, 7-24=-2948/614, 7-8=-3196/633, 8-9=-3305/620, 9-10=-3521/585, 1-20=-359/122 BOT CHORD 20-25=-543/2730, 25-26=-543/2730, 26-27=-543/2730, 27-28=-543/2730, 28-29=-543/2730, 29-30=-543/2730, 30-31=-543/2730, 31-32=-543/2730, 19-32=-543/2730, 19-33=-439/2706, 33-34=-439/2706, 34-35=-439/2706, 35-36=-439/2706, 36-37=-439/2706, 37-38=-439/2706, 38-39=-439/2706, 18-39=-439/2706, 18-40=-439/2706, 17-40=-439/2706, 17-41=-255/2190, 41-42=-255/2190, 42-43=-255/2190, 43-44=-255/2190, 44-45=-255/2190, 45-46=-255/2190, 46-47=-255/2190, 47-48=-255/2190, 48-49=-255/2190, 16-49=-255/2190, 15-16=-366/2653, 15-50=-366/2653, 50-51=-366/2653, 51-52=-366/2653, 52-53=-366/2653, 53-54=-366/2653, 54-55=-366/2653, 55-56=-366/2653, 56-57=-366/2653, 14-57=-366/2653, 14-58=-106/535, 58-59=-106/535, 59-60=-106/535, 60-61=-106/535, 13-61=-106/535, 13-62=-57/280, 62-63=-57/280, 63-64=-57/280, 12-64=-57/280, 11-65=-434/2729, 65-66=-434/2729, 66-67=-434/2731, 10-67=-433/2733 WEBS 2-19=-46/289, 4-17=-873/307, 5-17=-267/1045, 5-16=-249/995, 6-16=-818/295, 2-20=-3167/499, 11-14=-298/2237, 7-14=-586/214, 7-11=-130/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-11-0, Exterior(2R) 21-11-0 to 24-11-0, Interior(1) 24-11-0 to 43-1-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. Continued on page 2 Job 11613-A Truss T2 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:36 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GAkepzpeO6OunZ9OB4qQnALprL0?ZqaY8bWBN?yVkBz NOTES- 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, with BCDL = 5.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 20 and 368 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81 , 82, 83 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 33=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 34=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 36=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job 11613-A Truss T2 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:36 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GAkepzpeO6OunZ9OB4qQnALprL0?ZqaY8bWBN?yVkBz LOAD CASE(S) Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 37=-150 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 38=-150 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 39=-150 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 56) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 40=-150 57) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 41=-150 58) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 42=-150 59) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 43=-150 60) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 44=-150 61) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 45=-150 62) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 46=-150 63) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 47=-150 64) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 49=-150 65) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 16=-150 66) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 15=-150 67) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Continued on page 4 Job 11613-A Truss T2 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:36 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GAkepzpeO6OunZ9OB4qQnALprL0?ZqaY8bWBN?yVkBz LOAD CASE(S) Concentrated Loads (lb) Vert: 51=-150 68) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 52=-150 69) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 53=-150 70) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 54=-150 71) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 55=-150 72) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 56=-150 73) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 57=-150 74) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 14=-150 75) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 58=-150 76) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 59=-150 77) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 60=-150 78) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 61=-150 79) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 62=-150 80) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 63=-150 81) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 64=-150 82) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 12=-150 Continued on page 5 Job 11613-A Truss T2 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:36 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GAkepzpeO6OunZ9OB4qQnALprL0?ZqaY8bWBN?yVkBz LOAD CASE(S) 83) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-10=-66(F), 13-20=-10(F), 10-11=-10(F) Concentrated Loads (lb) Vert: 12=-150 Job 11613-A Truss T3 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:37 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kMI00JqG9QWlPjkaloMfKOu??lMGIHJhNFFkvRyVkBy Scale = 1:83.7 T2 T2 B1 W2 W3 W4 W5 W6 W6 W5 W4 W3 W7 W1 W12 W11 T1 T3 B2 B1 W9 W8 W10 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 46 47 48 49 5051 5253 5455 5657 58 5960 61 62 63 64 65 66 67 68 69 3x6 5x6 3x6 5x10 MT18HS 6x8 3x5 3x5 3x5 3x5 6x8 3x4 8x16 MT20HS 3-2-00-9-4 0-2-12 0-2-12 8-11-5 8-8-9 17-7-2 8-7-13 26-2-14 8-7-12 34-10-11 8-7-13 43-7-4 8-8-9 43-10-0 0-2-12 47-1-0 3-3-0 7-6-0 7-6-0 14-8-8 7-2-8 21-11-0 7-2-8 29-1-8 7-2-8 36-4-0 7-2-8 43-7-4 7-3-4 47-1-0 3-5-12 2- 3 - 4 2- 2 - 1 3 11 - 4 - 1 3 2- 3 - 4 1- 6 - 0 0- 1 1 - 0 5.00 12 Plate Offsets (X,Y)-- [9:0-3-4,Edge], [13:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.91 0.63 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.44 0.11 0.10 (loc) 17-19 17-19 21 17-19 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 227 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 DF 2400F 2.0E *Except* T1: 2x4 SPF No.2, T3: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W2,W7,W10: 2x4 SPF No.2, W9: 2x10 DF SS, W8: 2x4 SPF 2100F 1.8E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. Except: 2-2-0 oc bracing: 13-21 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 11-12. WEBS 1 Row at midpt 4-19, 4-17, 6-16, 6-14, 8-13 2 Rows at 1/3 pts 2-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 20=2133/0-5-8 (min. 0-2-13), 21=2535/0-7-4 (min. 0-1-8) Max Horz20=-123(LC 17) Max Uplift20=-390(LC 16), 21=-472(LC 17) Max Grav20=2192(LC 5), 21=2564(LC 4) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-257/101, 2-3=-3082/600, 3-23=-2975/612, 4-23=-2893/628, 4-24=-2822/571, 5-24=-2684/585, 5-25=-2643/572, 6-25=-2761/558, 6-26=-2638/582, 7-26=-2746/580, 7-8=-2842/554, 8-9=-155/323, 9-10=-109/502, 1-20=-356/121, 13-21=-279/1937, 9-21=-658/219 BOT CHORD 20-27=-488/2705, 27-28=-488/2705, 28-29=-488/2705, 29-30=-488/2705, 30-31=-488/2705, 31-32=-488/2705, 32-33=-488/2705, 33-34=-488/2705, 19-34=-488/2705, 19-35=-385/2704, 35-36=-385/2704, 36-37=-385/2704, 37-38=-385/2704, 38-39=-385/2704, 39-40=-385/2704, 40-41=-385/2704, 18-41=-385/2704, 18-42=-385/2704, 17-42=-385/2704, 17-43=-247/2157, 43-44=-247/2157, 44-45=-247/2157, 45-46=-247/2157, 46-47=-247/2157, 47-48=-247/2157, 48-49=-247/2157, 49-50=-247/2157, 50-51=-247/2157, 16-51=-247/2157, 15-16=-348/2603, 15-52=-348/2603, 52-53=-348/2603, 53-54=-348/2603, 54-55=-348/2603, 55-56=-348/2603, 56-57=-348/2603, 57-58=-348/2603, 58-59=-348/2603, 14-59=-348/2603, 14-60=-369/2430, 60-61=-369/2430, 61-62=-369/2430, 62-63=-369/2430, 63-64=-369/2430, 64-65=-369/2430, 65-66=-369/2430, 13-66=-369/2430 WEBS 2-20=-3138/501, 2-19=-43/287, 4-17=-932/307, 5-17=-266/1093, 5-16=-250/963, 6-16=-793/293, 6-14=-273/41, 8-14=0/435, 8-13=-3050/498, 10-12=-394/126 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-11-0, Exterior(2R) 21-11-0 to 24-11-0, Interior(1) 24-11-0 to 46-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. Continued on page 2 Job 11613-A Truss T3 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:37 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kMI00JqG9QWlPjkaloMfKOu??lMGIHJhNFFkvRyVkBy NOTES- 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 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, with BCDL = 5.0psf. 9) Bearing at joint(s) 21 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 lb uplift at joint 20 and 472 lb uplift at joint 21. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81 , 82, 83, 84, 85, 86 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 20=-150 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 27=-150 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 28=-150 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 29=-150 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 30=-150 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 31=-150 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 32=-150 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 33=-150 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 34=-150 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 19=-150 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 35=-150 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 36=-150 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Continued on page 3 Job 11613-A Truss T3 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:37 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kMI00JqG9QWlPjkaloMfKOu??lMGIHJhNFFkvRyVkBy LOAD CASE(S) Concentrated Loads (lb) Vert: 38=-150 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 39=-150 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 40=-150 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 41=-150 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 18=-150 56) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 42=-150 57) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 43=-150 58) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 44=-150 59) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 45=-150 60) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 46=-150 61) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 47=-150 62) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 48=-150 63) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 49=-150 64) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 51=-150 65) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 16=-150 66) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 15=-150 Continued on page 4 Job 11613-A Truss T3 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:37 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kMI00JqG9QWlPjkaloMfKOu??lMGIHJhNFFkvRyVkBy LOAD CASE(S) 67) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 53=-150 68) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 54=-150 69) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 55=-150 70) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 56=-150 71) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 57=-150 72) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 58=-150 73) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 59=-150 74) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 14=-150 75) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 60=-150 76) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 61=-150 77) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 62=-150 78) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 63=-150 79) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 64=-150 80) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 65=-150 81) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 66=-150 82) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Continued on page 5 Job 11613-A Truss T3 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:37 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kMI00JqG9QWlPjkaloMfKOu??lMGIHJhNFFkvRyVkBy LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 83) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 12=-150 84) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 67=-150 85) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 68=-150 86) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-9=-66(F), 9-10=-66(F), 13-20=-10(F), 11-12=-10(F) Concentrated Loads (lb) Vert: 11=-150 Job 11613-A Truss T5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:44 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1jDfUiwfWZOllomwfm_I6sgDbZgcRTKj_rScfXyVkBr Scale = 1:88.9 T5 T3T2 B7W15 W14W11 W10W9 W8W7W6 W5W4 W3 W2W1 HW2 T1 B1 B2 B6B5 B3 HW1 B4 W13 W12 T4 10 11 12 7 8 9 1 2 3 4 5 6 1324 23 22 21 20 19 18 17 16 15 14 32 3334 35 36 37383940 41 42 43 44 45 46 47 48 49 50 51 52 53 54 5556 57 58 5960 6162 63 6465 66 67 6869 70 71 72 73 74 75 76 7778 79 80 81 8x8 6x8 5x6 3x6 3x4 10x10 8x8 4x6 5x6 4x8 3x6 4x4 4x6 10x10 8x10 3x5 5x8 4x6 4x6 4x6 3x4 7x10 MT18HS 6x14 6x8 3-2-0 0-0-0 3-3-0 3-3-0 3-5-12 0-2-12 9-6-0 6-0-4 15-11-4 6-5-4 22-2-0 6-2-12 28-7-8 6-5-8 35-1-0 6-5-8 41-1-0 6-0-0 46-10-4 5-9-4 47-1-0 0-2-12 50-4-0 3-3-0 0-3-8 0-3-8 3-5-12 3-2-4 9-6-0 6-0-4 15-11-4 6-5-4 22-2-0 6-2-12 28-7-8 6-5-8 35-1-0 6-5-8 41-1-0 6-0-0 46-10-4 5-9-4 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 4- 1 0 - 1 1 5.00 12 Plate Offsets (X,Y)-- [1:0-4-3,0-0-6], [9:0-5-8,0-3-4], [10:0-4-0,0-3-13], [11:0-7-0,0-3-6], [14:0-3-8,0-4-8], [15:0-2-8,0-3-0], [17:0-3-8,Edge], [18:0-5-0,0-3-4], [23:0-3-8,0-5-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.91 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.44 -0.06 0.14 (loc) 19 19 24 19 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 586 lb FT = 20% GRIP 185/144 197/144 LUMBER- TOP CHORD 2x6 HF No.2 *Except* T3: 2x4 SPF 2100F 1.8E, T2,T1: 2x4 SPF No.2 BOT CHORD 2x6 HF No.2 *Except* B2: 2x6 DF 2100F 1.8E, B5: 2x4 SPF No.2, B3: 2x4 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W15: 2x4 SPF No.2, W2: 2x4 SPF 2100F 1.8E W13: 2x4 DF 2400F 2.0E, W12: 2x6 HF No.2 WEDGE Right: 2x4 SPF Stud SLIDER Left 2x6 HF No.2 -˜ 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-1-2 max.): 9-10. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-19, 8-20, 6-20, 5-22 REACTIONS.(lb/size) 24=2929/0-5-8 (req. 0-6-2), 11=4780/0-7-4 (min. 0-5-10) Max Horz11=-95(LC 62) Max Uplift24=-892(LC 9), 11=-1046(LC 13) Max Grav24=7451(LC 39), 11=6814(LC 85) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=-10585/1620, 7-32=-5234/806, 8-32=-5435/794, 8-33=-7022/1083, 9-33=-7234/1067, 2-3=-83/404, 3-4=-9814/1284, 4-5=-9676/1296, 5-34=-7157/949, 34-35=-7025/952, 6-35=-6922/963, 6-7=-5373/817, 9-10=-9501/1489 BOT CHORD 1-38=-311/97, 38-39=-311/97, 24-39=-311/97, 24-40=-311/97, 40-41=-311/97, 41-42=-311/97, 42-43=-311/97, 43-44=-311/97, 23-44=-311/97, 23-45=-1138/8961, 45-46=-1138/8961, 46-47=-1138/8961, 47-48=-1138/8961, 48-49=-1138/8961, 49-50=-1138/8961, 22-50=-1138/8961, 21-22=-785/6509, 21-51=-785/6509, 51-52=-785/6509, 52-53=-785/6509, 53-54=-785/6509, 54-55=-785/6509, 20-55=-785/6509, 20-56=-941/6595, 56-57=-941/6595, 57-58=-941/6595, 58-59=-941/6595, 59-60=-941/6595, 60-61=-941/6595, 61-62=-941/6595, 19-62=-941/6595, 19-63=-1495/9224, 63-64=-1495/9224, 64-65=-1495/9224, 65-66=-1495/9224, 66-67=-1495/9224, 67-68=-1495/9224, 18-68=-1495/9224, 18-69=-1131/7310, 69-70=-1131/7310, 70-71=-1131/7310, 71-72=-1131/7310, 72-73=-1131/7310, 17-73=-1131/7310, 15-78=-369/2382, 78-79=-369/2382, 79-80=-369/2382, 80-81=-369/2382, 14-81=-369/2382, 11-14=-1537/9922 WEBS 14-17=-1152/7437, 15-17=-570/3601, 10-15=-545/3790, 9-18=-863/136, 9-19=-4502/669, 8-19=-352/2726, 8-20=-3144/499, 7-20=-550/3526, 6-20=-2717/319, 6-22=-329/1874, 5-22=-3068/883, 5-23=-1052/2569, 3-23=-1179/9404, 3-24=-7126/884, 15-18=-367/3291, 9-15=-1848/505 Continued on page 2 Job 11613-A Truss T5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:44 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1jDfUiwfWZOllomwfm_I6sgDbZgcRTKj_rScfXyVkBr NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc, 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, Except member 17-10 2x4 - 2 rows staggered at 0-2-0 oc, member 5-23 2x4 - 2 rows staggered at 0-3-0 oc, member 3-24 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 5.0psf. 11) WARNING: Required bearing size at joint(s) 24 greater than input bearing size. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 892 lb uplift at joint 24 and 1046 lb uplift at joint 11. 13) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 14) Load case(s) 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120 , 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 15) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 16) User moving load cases exist: Review the load cases for details. 17) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5579 lb down and 822 lb up at 40-11-4, and 5264 lb down and 757 lb up at -59-8-8, and 5254 lb down and 767 lb up at 9-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-90, 11-12=-90, 7-9=-90, 1-7=-90, 13-25=-10, 16-28=-10, 11-14=-10, 9-10=-90 Concentrated Loads (lb) Vert: 17=-2677(B) 85) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 25=-150 86) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 37=-150 87) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 36=-150 88) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 13=-150 17=-5579(B) 89) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 16=-150 90) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 77=-150 91) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 76=-150 92) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 75=-150 93) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Continued on page 3 Job 11613-A Truss T5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:44 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1jDfUiwfWZOllomwfm_I6sgDbZgcRTKj_rScfXyVkBr LOAD CASE(S) Concentrated Loads (lb) Vert: 17=-5579(B) 74=-150 94) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5729(B=-5579) 95) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 73=-150 96) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 72=-150 97) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 71=-150 98) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 70=-150 99) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 69=-150 100) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 18=-150 101) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 68=-150 102) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 67=-150 103) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 66=-150 104) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 65=-150 105) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 64=-150 106) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 63=-150 107) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 62=-150 108) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 61=-150 Continued on page 4 Job 11613-A Truss T5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:44 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1jDfUiwfWZOllomwfm_I6sgDbZgcRTKj_rScfXyVkBr LOAD CASE(S) 109) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 60=-150 110) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 58=-150 111) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 57=-150 112) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 56=-150 113) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 20=-150 114) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 55=-150 115) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 54=-150 116) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 53=-150 117) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 51=-150 118) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 21=-150 119) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 22=-150 120) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 50=-150 121) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 49=-150 122) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 48=-150 123) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 47=-150 124) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Continued on page 5 Job 11613-A Truss T5 Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:44 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1jDfUiwfWZOllomwfm_I6sgDbZgcRTKj_rScfXyVkBr LOAD CASE(S) Concentrated Loads (lb) Vert: 17=-5579(B) 46=-150 125) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 45=-150 126) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 23=-150 127) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 44=-150 128) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 43=-150 129) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 42=-150 130) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 41=-150 131) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 40=-150 132) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 24=-150 133) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 39=-150 134) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 38=-150 135) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 28=-150 136) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 10-11=-66(B), 11-12=-66(B), 7-9=-66(B), 1-7=-66(B), 13-25=-10(B), 16-28=-10(B), 9-10=-66(B) Concentrated Loads (lb) Vert: 17=-5579(B) 28=-150 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo Scale = 1:89.3 T5 T3 T2 B5W13 W10 W9W8W7 W6 W5 W4 W3W1 W2 T1 B1 B2 B4 B1 HW2 B3 W12 W15 T4 W11 W14 O1 9 10 11 12 6 7 8 1 2 3 4 5 1325 24 23 22 21 20 19 18 16 15 17 14 30 31 32 33 34 35 36 37 90 91 38 3940 41 42 43 44 45 46 47 48 49 5051 5253 5455 5657 5859 60 61 62 63 64 65 66 67 686970 71 72 73 74 75 7677 7879 80 81 82 8384858687 8889 4x6 4x4 7x8 7x8 5x6 3x6 3x4 5x12 6x12 4x6 4x8 3x5 3x5 4x6 4x12 2x4 3x4 4x6 5x8 WB 4x8 6x10 2x4 2x4 2x4 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 12-9-14 9-4-2 22-2-0 9-4-2 32-8-1 10-6-1 33-1-0 0-4-15 38-8-1 5-7-1 39-1-0 0-4-15 46-10-4 7-9-4 47-1-0 0-2-12 50-4-0 3-3-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 27-7-8 5-5-8 32-8-1 5-0-9 33-1-0 0-4-15 38-8-1 5-7-1 39-1-0 0-4-15 46-4-12 7-3-12 46-10-4 0-5-8 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 5- 9 - 5 5.00 12 Plate Offsets (X,Y)-- [9:0-4-0,0-3-13], [10:0-6-12,Edge], [12:0-2-0,0-0-11], [19:0-3-0,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.71 1.00 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.55 -0.77 -0.14 0.12 (loc) 19-21 19-21 24 19 l/defl >951 >681 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 255 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T5: 2x6 DF 2400F 2.0E, T1: 2x4 SPF No.2, T4: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B5,B4: 2x4 SPF No.2, B3: 2x6 HF No.2 WEBS 2x4 SPF Stud *Except* W13: 2x4 SPF 2100F 1.8E, W4: 2x4 SPF No.2 OTHERS 2x4 SPF Stud SLIDER Right 2x4 SPF Stud -˜ 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 9-3-0 oc bracing: 10-14 WEBS 1 Row at midpt 7-21, 5-21, 4-24, 8-19 JOINTS 1 Brace at Jt(s): 14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=2535/0-5-8 (min. 0-3-4), 10=2496/0-7-4 (min. 0-5-3) Max Horz10=-92(LC 21) Max Uplift24=-209(LC 16), 10=-231(LC 17) Max Grav24=2562(LC 35), 10=3148(LC 148) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-30=-4368/754, 30-31=-4500/752, 10-31=-4747/738, 10-11=-30/259, 6-32=-2638/571, 7-32=-2726/558, 7-33=-4273/832, 8-33=-4471/820, 1-34=-109/395, 2-34=-96/403, 2-3=-56/361, 3-4=-39/439, 4-35=-2967/538, 35-36=-2865/541, 5-36=-2810/552, 5-37=-2733/550, 6-37=-2638/563, 8-90=-4065/719, 90-91=-4066/719, 9-91=-4067/719 BOT CHORD 24-43=-348/2433, 43-44=-348/2433, 44-45=-348/2433, 45-46=-348/2433, 46-47=-348/2433, 47-48=-348/2433, 48-49=-348/2433, 49-50=-348/2433, 50-51=-348/2433, 23-51=-348/2433, 23-52=-352/2706, 52-53=-352/2706, 53-54=-352/2706, 54-55=-352/2706, 22-55=-352/2706, 22-56=-352/2706, 56-57=-352/2706, 57-58=-352/2706, 58-59=-352/2706, 59-60=-352/2706, 60-61=-352/2706, 21-61=-352/2706, 21-62=-436/3265, 62-63=-436/3265, 63-64=-436/3265, 64-65=-436/3265, 65-66=-436/3265, 66-67=-436/3265, 67-68=-436/3265, 68-69=-436/3265, 20-69=-436/3265, 20-70=-436/3265, 70-71=-436/3265, 19-71=-436/3265, 17-84=-578/4173, 84-85=-578/4173, 85-86=-578/4173, 86-87=-578/4173, 87-88=-578/4173, 14-88=-578/4173, 14-89=-574/4173, 10-89=-573/4176 WEBS 17-19=-587/4164, 7-19=-265/1461, 7-21=-1590/292, 6-21=-288/1639, 5-21=-787/145, 5-23=-283/53, 4-23=0/510, 4-24=-3193/550, 2-24=-506/146, 1-24=-273/142, 8-17=-342/347, 8-19=-1958/402, 9-17=-110/1176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2R) 22-2-0 to 25-2-0, Interior(1) 25-2-0 to 38-8-1, Exterior(2R) 38-8-1 to 41-8-1, Interior(1) 41-8-1 to 50-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) Provide adequate drainage to prevent water ponding.Continued on page 2 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo NOTES- 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, with BCDL = 5.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 24 and 231 lb uplift at joint 10. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 26=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 39=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 38=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 13=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 15=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 16=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 83=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 82=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 81=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 80=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 79=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 78=-150 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Continued on page 3 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) Concentrated Loads (lb) Vert: 77=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 76=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 75=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 74=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 73=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 72=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 71=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 70=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 69=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 68=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 67=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 66=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 65=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 64=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 63=-150 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 62=-150 Continued on page 4 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 21=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 61=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 60=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 59=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 57=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 56=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 22=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 55=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 53=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 52=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 51=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 50=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 49=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 48=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 47=-150 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Continued on page 5 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) Concentrated Loads (lb) Vert: 46=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 45=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 44=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 43=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 42=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 41=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 40=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 25=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-66(B), 10-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 25=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 Continued on page 6 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-109(B=-20), 10-30=-34(B=-20), 10-12=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-34(B=-20), 9-90=-109(B=-20) Concentrated Loads (lb) Vert: 26=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-34(B=-20), 10-30=-109(B=-20), 10-12=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-109(B=-20), 9-90=-34(B=-20) Concentrated Loads (lb) Vert: 26=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 Continued on page 7 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 141) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 142) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 143) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 144) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 Continued on page 8 Job 11613-A Truss T6 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:47 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-RHuo7kyYpUmKcFVVKuX?kVIlZnhpepT9gpgGGsyVkBo LOAD CASE(S) 145) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-144(B=-20), 10-30=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-41(B=-20), 9-90=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 146) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-30=-41(B=-20), 10-30=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-90=-144(B=-20), 9-90=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 147) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 148) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 149) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 150) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 151) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 152) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 153) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-41(B=-20), 10-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 26=-150 154) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-10=-144(B=-20), 10-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-26=-10(B), 16-25=-10(B), 10-14=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 26=-150 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl Scale = 1:89.5 T5 T3 T2 B5 W15 W14 W12 W10 W9 W8W7 W6 W5 W4 W3 W1 W16 W1 W2 T1 B1 B2 B3 B4 BL1 B1 T4 W11 W13 O1 9 10 11 12 6 7 8 1 2 3 4 5 14 1322 21 20 19 18 17 16 15 23 24 25 2627 28 29 30 31 32 33 81 82 34 3536 37 38 39 40 41 42 43 44 45 4647 4849 5051 5253 5455 56 57 58 5960 61 62 6364 6566 67 68 69 7071 7273 74 75 76 77 78 79 80 5x6 5x6 3x6 3x4 6x8 3x10 3x5 6x8 5x8 4x6 4x8 3x5 3x5 4x6 4x12 2x4 5x6 4x6 3x4 4x6 5x8 WB 6x14 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 12-9-14 9-4-2 22-2-0 9-4-2 30-8-1 8-6-1 31-1-0 0-4-15 36-8-1 5-7-1 37-1-0 0-4-15 46-10-4 9-9-4 47-1-0 0-2-12 50-4-0 3-3-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 26-7-8 4-5-8 30-8-1 4-0-9 31-1-0 0-4-15 36-8-1 5-7-1 37-1-0 0-4-15 41-11-10 4-10-10 46-10-4 4-10-10 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 6- 7 - 5 5.00 12 Plate Offsets (X,Y)-- [8:0-3-0,Edge], [9:0-4-12,0-2-0], [11:0-2-8,0-2-4], [17:0-2-12,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.89 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.53 -0.10 0.10 (loc) 18-20 18-20 21 17 l/defl >999 >961 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 239 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T2,T4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B5: 2x4 SPF No.2, B3: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W12,W10,W9,W8,W7: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* BL1: 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 4-10-14 oc bracing. WEBS 1 Row at midpt 10-15, 7-18, 5-18, 8-17 2 Rows at 1/3 pts 4-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2483/0-5-8 (min. 0-3-3), 23=2510/0-7-4 (min. 0-1-8) Max Horz23=-78(LC 17) Max Uplift21=-206(LC 16), 23=-245(LC 17) Max Grav21=2529(LC 35), 23=3208(LC 148) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-24=-2683/544, 24-25=-2780/542, 10-25=-2904/531, 10-11=-139/510, 11-26=-94/774, 26-27=-94/747, 12-27=-107/730, 6-28=-2510/558, 7-28=-2573/541, 7-29=-3564/740, 8-29=-3688/725, 1-30=-107/392, 2-30=-95/400, 2-3=-57/357, 3-4=-40/436, 4-31=-2914/523, 31-32=-2769/525, 5-32=-2753/536, 5-33=-2609/533, 6-33=-2510/545, 8-81=-3426/667, 81-82=-3426/667, 9-82=-3426/667 BOT CHORD 21-39=-336/2388, 39-40=-336/2388, 40-41=-336/2388, 41-42=-336/2388, 42-43=-336/2388, 43-44=-336/2388, 44-45=-336/2388, 45-46=-336/2388, 46-47=-336/2388, 20-47=-336/2388, 20-48=-337/2650, 48-49=-337/2650, 49-50=-337/2650, 50-51=-337/2650, 19-51=-337/2650, 19-52=-337/2650, 52-53=-337/2650, 53-54=-337/2650, 54-55=-337/2650, 55-56=-337/2650, 56-57=-337/2650, 18-57=-337/2650, 18-58=-376/2846, 58-59=-376/2846, 59-60=-376/2846, 60-61=-376/2846, 61-62=-376/2846, 62-63=-376/2846, 63-64=-376/2846, 64-65=-376/2846, 17-65=-376/2846, 17-66=-341/2567, 66-67=-341/2567, 67-68=-341/2567, 68-69=-341/2567, 69-70=-341/2567, 70-71=-341/2567, 16-71=-341/2567, 16-72=-278/2060, 72-73=-278/2060, 73-74=-278/2060, 74-75=-278/2060, 75-76=-278/2060, 76-77=-278/2060, 77-78=-278/2060, 78-79=-278/2060, 79-80=-278/2060, 15-80=-278/2060, 15-23=-332/2219, 11-23=-789/143 WEBS 10-15=-3245/540, 10-16=-77/831, 9-17=-199/1244, 7-17=-231/1216, 7-18=-1375/260, 6-18=-286/1568, 5-18=-800/145, 4-20=0/477, 4-21=-3130/535, 2-21=-510/147, 12-14=-650/142, 1-21=-268/140, 8-17=-1818/385, 9-16=-391/90 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2R) 22-2-0 to 25-2-0, Interior(1) 25-2-0 to 36-8-1, Exterior(2R) 36-8-1 to 39-8-1, Interior(1) 39-8-1 to 50-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 Continued on page 2 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl NOTES- 4) Unbalanced snow loads have been considered for this design. 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, with BCDL = 5.0psf. 8) Bearing at joint(s) 23 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 206 lb uplift at joint 21 and 245 lb uplift at joint 23. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 13=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 35=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 34=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 14=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 15=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 80=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 79=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 78=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 77=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 76=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 75=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 74=-150 Continued on page 3 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 73=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 72=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 71=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 70=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 69=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 68=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 67=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 66=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 17=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 65=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 63=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 62=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 61=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 60=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 59=-150 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Continued on page 4 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) Concentrated Loads (lb) Vert: 58=-150 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 18=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 57=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 56=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 55=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 53=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 52=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 19=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 51=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 49=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 48=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 47=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 46=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 45=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 44=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 43=-150 Continued on page 5 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 42=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 41=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 40=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 39=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 38=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 37=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 36=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 22=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-66(B), 6-8=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 22=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 6 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Continued on page 7 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-109(B=-20), 12-24=-34(B=-20), 6-8=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-34(B=-20), 9-81=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-34(B=-20), 12-24=-109(B=-20), 6-8=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-109(B=-20), 9-81=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 141) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-144(B=-20), 12-24=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-41(B=-20), 9-81=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 142) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-41(B=-20), 12-24=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-144(B=-20), 9-81=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 143) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-144(B=-20), 12-24=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-41(B=-20), 9-81=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 144) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-41(B=-20), 12-24=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-144(B=-20), 9-81=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 145) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-144(B=-20), 12-24=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-41(B=-20), 9-81=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 146) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-24=-41(B=-20), 12-24=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-81=-144(B=-20), 9-81=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Continued on page 8 Job 11613-A Truss T7 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:50 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ssawlm_Q5P8vTjD4004iL7wD6_kHr9XcMnvwtByVkBl LOAD CASE(S) 147) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 148) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 149) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 150) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 151) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 152) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 153) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 154) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-12=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:53 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-GRG3Nn1JOKXUKAyfh9ePzmYjfClR2XB22k7bUWyVkBi Scale = 1:89.3 T6 T3 T2 B5 W16 W12 W9 W8W7 W6 W5 W4 W3W1 W2 HW2 T1 B1 B2 B3 W10 T4 W11 W13 W18 T5 B4W15 W14 W17O1 9 10 11 12 13 6 7 8 1 2 3 4 5 1427 26 25 24 23 22 21 20 19 17 16 18 15 31 32 33 34 35 36 37 38 39 8586 87 40 4142 43 44 45 46 47 48 49 50 51 5253 5455 5657 5859 6061 62 63 64 65 66 67 6869 7071 72 73 7475 76 77 78 79 8081 82 83 8488 89 90 91 5x6 4x6 6x8 5x6 3x6 2x4 2x4 2x4 6x8 4x6 4x8 3x5 3x5 6x8 4x12 2x4 3x4 4x6 5x8 WB 4x8 6x14 5x8 7x8 6x10 2x4 2x4 0-9-4 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 12-9-14 9-4-2 22-2-0 9-4-2 28-8-1 6-6-1 29-1-0 0-4-15 34-8-1 5-7-1 35-1-0 0-4-15 40-11-10 5-10-10 46-1-3 5-1-9 46-4-12 0-3-9 47-1-0 0-8-4 47-2-0 0-1-0 50-4-0 3-2-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 26-0-4 3-10-4 28-8-1 2-7-13 29-1-0 0-4-15 34-8-1 5-7-1 35-1-0 0-4-15 40-11-10 5-10-10 46-4-12 5-5-2 46-9-6 0-4-10 47-2-0 0-4-10 50-4-0 3-2-0 0- 1 1 - 0 7- 5 - 5 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 7- 5 - 5 5.00 12 Plate Offsets (X,Y)-- [9:0-8-12,0-3-0], [12:0-6-4,Edge], [18:0-4-0,0-3-0], [20:0-3-8,0-2-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.92 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.56 -0.14 0.11 (loc) 23-25 23-25 26 22 l/defl >999 >941 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 269 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 *Except* T3,T2: 2x4 SPF 2100F 1.8E, T1: 2x4 SPF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B5: 2x6 HF No.2, B3: 2x4 SPF No.2, B4: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W12,W9,W8,W7,W4,W10,W15: 2x4 SPF No.2 W18: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-3-8 max.): 8-9. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 26-27 2-2-0 oc bracing: 20-22. WEBS 1 Row at midpt 7-23, 5-23, 4-26, 8-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 26=2535/0-5-8 (min. 0-3-5), 12=2488/0-7-4 (min. 0-4-1) Max Horz12=-92(LC 21) Max Uplift26=-209(LC 16), 12=-235(LC 17) Max Grav26=2593(LC 35), 12=3191(LC 186) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 9-31=-4720/830, 31-32=-4852/828, 10-32=-4997/816, 10-11=-4873/747, 11-33=-4898/735, 12-33=-5047/723, 12-34=-10/254, 6-35=-2573/581, 7-35=-2672/567, 7-8=-3594/735, 1-36=-109/399, 2-36=-96/407, 2-3=-53/366, 3-4=-29/444, 4-37=-3023/541, 37-38=-2875/544, 5-38=-2860/555, 5-39=-2736/558, 6-39=-2621/571, 8-85=-3327/665, 85-86=-3328/665, 86-87=-3330/665, 9-87=-3333/665 BOT CHORD 26-45=-350/2459, 45-46=-350/2459, 46-47=-350/2459, 47-48=-350/2459, 48-49=-350/2459, 49-50=-350/2459, 50-51=-350/2459, 51-52=-350/2459, 52-53=-350/2459, 25-53=-350/2459, 25-54=-358/2758, 54-55=-358/2758, 55-56=-358/2758, 56-57=-358/2758, 24-57=-358/2758, 24-58=-358/2758, 58-59=-358/2758, 59-60=-358/2758, 60-61=-358/2758, 61-62=-358/2758, 62-63=-358/2758, 23-63=-358/2758, 23-64=-392/2934, 64-65=-392/2934, 65-66=-392/2934, 66-67=-392/2934, 67-68=-392/2934, 68-69=-392/2934, 22-69=-392/2934, 22-70=-395/2885, 21-70=-395/2885, 21-71=-395/2885, 71-72=-395/2885, 72-73=-395/2885, 73-74=-395/2885, 20-74=-395/2885, 18-88=-599/4498, 88-89=-599/4498, 89-90=-599/4498, 90-91=-599/4498, 15-91=-599/4498, 12-15=-595/4486 WEBS 10-18=-805/145, 9-22=-111/813, 7-23=-1467/277, 6-23=-312/1663, 5-23=-790/144, 5-25=-271/73, 4-25=-1/504, 4-26=-3242/554, 2-26=-497/144, 1-26=-281/143, 7-22=-249/1309, 8-22=-1698/355, 9-20=-583/123, 18-20=-396/2869, 9-18=-272/2113 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2R) 22-2-0 to 25-2-0, Interior(1) 25-2-0 to 34-8-1, Exterior(2R) 34-8-1 to 37-8-1, Interior(1) 37-8-1 to 50-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 Continued on page 2 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh NOTES- 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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, with BCDL = 5.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 209 lb uplift at joint 26 and 235 lb uplift at joint 12. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154, 155, 156, 157, 158, 159, 160, 161, 162, 163, 164, 165, 166, 167, 168, 169, 170, 171, 172, 173, 174, 175, 176, 177, 178, 179, 180, 181, 182, 183, 184, 185, 186, 187, 188, 189, 190, 191, 192, 193, 194, 195, 196, 197, 198, 199, 200 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 30=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 41=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 40=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 14=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 17=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 84=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 83=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 82=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 81=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 19=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 80=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Continued on page 3 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) Concentrated Loads (lb) Vert: 79=-150 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 78=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 77=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 76=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 75=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 74=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 73=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 72=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 71=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 21=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 70=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 69=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 68=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 67=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 66=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 65=-150 Continued on page 4 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 64=-150 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 23=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 63=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 62=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 61=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 59=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 58=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 24=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 57=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 55=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 54=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 53=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 52=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 51=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 50=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Continued on page 5 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) Concentrated Loads (lb) Vert: 49=-150 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 48=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 47=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 46=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 45=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 44=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 43=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 42=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 27=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-66(B), 6-8=-66(B), 1-6=-66(B), 14-28=-10(B), 17-27=-10(B), 8-9=-66(B) Concentrated Loads (lb) Vert: 27=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 Continued on page 6 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-109(B=-20), 29-31=-34(B=-20), 13-29=-20(B), 6-8=-34(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-34(B=-20), 9-85=-109(B=-20) Concentrated Loads (lb) Vert: 30=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-34(B=-20), 29-31=-109(B=-20), 13-29=-20(B), 6-8=-109(B=-20), 1-6=-34(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-109(B=-20), 9-85=-34(B=-20) Concentrated Loads (lb) Vert: 30=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-144(B=-20), 29-31=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-41(B=-20), 9-85=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-41(B=-20), 29-31=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-144(B=-20), 9-85=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-144(B=-20), 29-31=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-41(B=-20), 9-85=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-41(B=-20), 29-31=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-144(B=-20), 9-85=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-144(B=-20), 29-31=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-41(B=-20), 9-85=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 7 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) Uniform Loads (plf) Vert: 9-31=-41(B=-20), 29-31=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-144(B=-20), 9-85=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-144(B=-20), 29-31=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-41(B=-20), 9-85=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-41(B=-20), 29-31=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-144(B=-20), 9-85=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-144(B=-20), 29-31=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-41(B=-20), 9-85=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-31=-41(B=-20), 29-31=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-85=-144(B=-20), 9-85=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 141) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 142) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 143) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 144) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 145) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 146) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 147) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Continued on page 8 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) Concentrated Loads (lb) Vert: 30=-150 148) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 149) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 150) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 151) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 152) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 153) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 154) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 155) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 156) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 157) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 158) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 159) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 160) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 161) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 162) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 Continued on page 9 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 9 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) 163) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 164) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 165) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 166) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 167) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 168) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 169) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 170) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 171) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 172) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 173) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 174) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 175) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 176) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 177) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 178) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Continued on page 10 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 10 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) Concentrated Loads (lb) Vert: 30=-150 179) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 180) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 181) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 182) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 183) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-41(B=-20), 13-29=-20(B), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 184) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-29=-144(B=-20), 13-29=-20(B), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 185) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 186) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 187) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 188) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 189) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 190) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 191) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 192) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 193) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 Continued on page 11 Job 11613-A Truss T8 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:54 2021 Page 11 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kepRb71x9efLyKXrFs9eWz5uPb5gn_RBHOt80yyVkBh LOAD CASE(S) 194) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 195) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 196) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 197) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 198) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 199) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-41(B=-20), 6-8=-41(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-144(B=-20) Concentrated Loads (lb) Vert: 30=-150 200) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 9-13=-144(B=-20), 6-8=-144(B=-20), 1-6=-41(B=-20), 14-28=-10(B), 17-27=-10(B), 8-9=-41(B=-20) Concentrated Loads (lb) Vert: 30=-150 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf Scale = 1:92.7 T5 T3 T2 B6W15 W14 W13W11 W9W8 W7 W6W5 W4W3 T1 B1 B2 W1 W16 W1 W2 T6 B4 B5 BL1 B3 T4 W10 W12 8 9 10 11 12 6 7 1 2 3 4 5 14 1323 22 21 20 19 18 17 16 15 24 25 26 27 2829 30 31 32 33 34 35 82 83 36 3738 39 40 41 42 43 44 45 4647 48 49 50 515253 5455 56 57 58 59 60 61 6263 6465 666768 6970 71 72 73 74 757677 78 79 80 81 4x6 5x6 5x8 3x6 3x4 7x8 4x4 3x5 6x8 7x8 5x10 2x4 3x5 4x10 5x8 4x6 3x4 4x6 4x6 5x6 4x6 3x4 7x22 MT18HS 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 9-8-8 6-2-12 15-11-4 6-2-12 26-8-1 10-8-13 27-1-0 0-4-15 32-8-1 5-7-1 33-1-0 0-4-15 39-11-10 6-10-10 46-10-4 6-10-10 47-1-0 0-2-12 50-4-0 3-3-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 26-8-1 4-6-1 27-1-0 0-4-15 32-8-1 5-7-1 33-1-0 0-4-15 39-11-10 6-10-10 46-10-4 6-10-10 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 8- 3 - 5 5.00 12 Plate Offsets (X,Y)-- [7:0-3-0,Edge], [8:0-5-12,0-2-8], [10:0-3-0,Edge], [11:0-5-4,Edge], [16:0-3-8,Edge], [20:0-5-0,0-3-0], [21:0-3-8,0-2-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.89 0.95 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.71 -0.07 0.08 (loc) 19-20 19-20 22 19 l/defl >995 >723 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 247 lb FT = 20% GRIP 185/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T5: 2x6 HF No.2, T2,T4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B6,B3: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W15,W13,W11,W9,W8,W4: 2x4 SPF No.2 OTHERS 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-0-3 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 9-17, 5-20, 7-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=2475/0-5-8 (min. 0-3-3), 24=2518/0-7-4 (min. 0-1-8) Max Horz24=-78(LC 21) Max Uplift22=-206(LC 16), 24=-245(LC 17) Max Grav22=2533(LC 41), 24=3266(LC 124) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-25=-2648/569, 25-26=-2734/567, 9-26=-2903/554, 9-27=-2683/487, 10-27=-2788/474, 10-11=-2929/463, 11-28=-94/774, 28-29=-95/730, 29-30=-104/629, 12-30=-107/592, 6-31=-3122/691, 7-31=-3205/679, 1-32=-96/403, 2-32=-83/412, 2-3=-2773/459, 3-4=-2651/473, 4-33=-3057/534, 33-34=-2900/555, 5-34=-2875/557, 5-35=-3110/632, 6-35=-2971/645, 7-82=-2913/609, 82-83=-2913/609, 8-83=-2913/609 BOT CHORD 22-41=-320/118, 41-42=-320/118, 42-43=-320/118, 43-44=-320/118, 44-45=-320/118, 45-46=-320/118, 21-46=-320/118, 21-47=-345/2469, 47-48=-345/2469, 48-49=-345/2469, 49-50=-345/2469, 50-51=-345/2469, 51-52=-345/2469, 20-52=-345/2469, 20-53=-266/2296, 53-54=-266/2296, 54-55=-266/2296, 55-56=-266/2296, 56-57=-266/2296, 57-58=-266/2296, 58-59=-266/2296, 59-60=-266/2296, 60-61=-266/2296, 61-62=-266/2296, 62-63=-266/2296, 19-63=-266/2296, 19-64=-330/2525, 64-65=-330/2525, 65-66=-330/2525, 66-67=-330/2525, 18-67=-330/2525, 18-68=-330/2525, 68-69=-330/2525, 17-69=-330/2525, 17-70=-338/2595, 70-71=-338/2595, 71-72=-338/2595, 72-73=-338/2595, 73-74=-338/2595, 74-75=-338/2595, 75-76=-338/2595, 16-76=-338/2595, 16-77=-549/128, 77-78=-549/128, 78-79=-549/128, 79-80=-549/128, 80-81=-549/128, 15-81=-549/128, 11-24=-3135/474 WEBS 11-16=-494/3234, 9-16=-993/200, 9-17=-329/381, 8-19=-90/773, 6-19=-272/1688, 6-20=-153/1045, 5-20=-936/179, 4-20=-17/402, 4-21=-815/171, 2-21=-438/2704, 2-22=-2427/451, 12-14=-650/142, 1-22=-299/126, 7-19=-1844/365, 8-17=-152/270 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2R) 22-2-0 to 25-2-0, Interior(1) 25-2-0 to 32-8-1, Exterior(2R) 32-8-1 to 35-8-1, Interior(1) 35-8-1 to 50-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. Continued on page 2 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf NOTES- 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, with BCDL = 5.0psf. 9) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 22 and 245 lb uplift at joint 24. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 13=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 37=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 36=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 14=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 15=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 81=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 80=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 79=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 78=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 77=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 16=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 76=-150 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 3 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf LOAD CASE(S) Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 75=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 74=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 73=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 72=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 71=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 70=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 69=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 68=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 18=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 66=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 65=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 64=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 63=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 62=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 60=-150 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Continued on page 4 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf LOAD CASE(S) Concentrated Loads (lb) Vert: 59=-150 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 58=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 57=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 56=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 55=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 54=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 53=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 20=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 52=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 51=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 50=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 49=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 48=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 47=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 46=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 45=-150 Continued on page 5 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf LOAD CASE(S) 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 44=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 43=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 42=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 41=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 40=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 39=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 38=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 23=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-23=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 23=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-109(B=-20), 12-25=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-34(B=-20), 8-82=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-34(B=-20), 25-29=-109(B=-20), 12-29=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-109(B=-20), 8-82=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-109(B=-20), 12-25=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-34(B=-20), 8-82=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-34(B=-20), 25-29=-109(B=-20), 12-29=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-109(B=-20), 8-82=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-109(B=-20), 12-25=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-34(B=-20), 8-82=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 6 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf LOAD CASE(S) Uniform Loads (plf) Vert: 8-25=-34(B=-20), 25-29=-109(B=-20), 12-29=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-109(B=-20), 8-82=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-109(B=-20), 12-25=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-34(B=-20), 8-82=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-34(B=-20), 25-29=-109(B=-20), 12-29=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-109(B=-20), 8-82=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-109(B=-20), 12-25=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-34(B=-20), 8-82=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-34(B=-20), 25-29=-109(B=-20), 12-29=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-109(B=-20), 8-82=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-144(B=-20), 12-25=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-41(B=-20), 8-82=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-41(B=-20), 12-25=-144(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-144(B=-20), 8-82=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-144(B=-20), 12-25=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-41(B=-20), 8-82=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-41(B=-20), 12-25=-144(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-144(B=-20), 8-82=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-144(B=-20), 12-25=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-41(B=-20), 8-82=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-41(B=-20), 12-25=-144(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-144(B=-20), 8-82=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-144(B=-20), 12-25=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-41(B=-20), 8-82=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-41(B=-20), 12-25=-144(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-144(B=-20), 8-82=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-144(B=-20), 12-25=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-41(B=-20), 8-82=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-25=-41(B=-20), 12-25=-144(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-82=-144(B=-20), 8-82=-41(B=-20) Continued on page 7 Job 11613-A Truss T9 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:56 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-g0xC?p3BhFv2BehEMHB6bOAGSPmnFwAUliMF4ryVkBf LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-23=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc Scale = 1:92.5 T5 T3 T2 B5W14 W13 W12 W10W9 W8W7 W6 W5 W4 W3 T6T1 B1 B2 W1 W15 W1 W2 B4B3 BL1 B1 T4 W11 O1 8 9 10 11 12 6 7 1 2 3 4 5 14 1322 21 20 19 18 17 16 15 23 24 25 26 27 28 29 30 31 32 33 34 35 83 84 85 36 3738 39 40 41 42 43 44 45 46 47 4849 50515253 54 55 5657 5859 6061 62 63 64 6566 6768 69 70 71 72 73 74 75 76 77 78 79 80 81 82 4x6 5x10 MT18HS6x8 5x6 3x6 3x4 6x8 4x4 5x10 4x8 3x5 3x5 6x8 5x8 2x4 5x8 WB3x4 4x6 4x6 4x6 7x22 MT18HS 3x4 3-2-0 9- 1 - 5 3-3-0 3-3-0 3-5-12 0-2-12 12-9-14 9-4-2 22-2-0 9-4-2 30-8-1 8-6-1 31-1-0 0-4-15 38-11-10 7-10-10 46-10-4 7-10-10 47-1-0 0-2-12 50-4-0 3-3-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 24-8-1 2-6-1 25-1-0 0-4-15 30-8-1 5-7-1 31-1-0 0-4-15 38-11-10 7-10-10 46-10-4 7-10-10 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 9- 1 - 5 5.00 12 Plate Offsets (X,Y)-- [8:0-7-12,0-2-8], [10:0-3-0,Edge], [11:0-4-8,Edge], [16:0-3-8,0-3-0], [17:0-4-12,0-3-0] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.98 0.83 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.51 -0.08 0.07 (loc) 18-20 18-20 21 18-20 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 248 lb FT = 20% GRIP 185/144 185/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T5: 2x6 HF No.2, T2,T4: 2x4 SPF 2100F 1.8E, T6: 2x4 DF 2850F 2.3E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B5,B3: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W14,W12,W10,W9,W8,W7,W11: 2x4 SPF No.2 OTHERS 2x4 SPF Stud *Except* BL1: 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-4-11 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-17, 7-17, 7-18, 5-18 2 Rows at 1/3 pts 4-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2483/0-5-8 (min. 0-3-3), 23=2511/0-7-4 (min. 0-1-8) Max Horz23=-78(LC 21) Max Uplift21=-206(LC 16), 23=-244(LC 17) Max Grav21=2508(LC 5), 23=3171(LC 140) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-24=-2547/563, 24-25=-2632/561, 9-25=-2811/546, 9-26=-2865/510, 10-26=-2988/494, 10-27=-3011/493, 27-28=-3144/482, 11-28=-3166/479, 11-29=-84/605, 29-30=-86/561, 30-31=-88/534, 12-31=-97/469, 6-7=-2533/575, 1-32=-108/396, 2-32=-96/404, 2-3=-54/362, 3-4=-31/440, 4-33=-2878/513, 5-33=-2713/527, 5-34=-2607/528, 34-35=-2517/539, 6-35=-2510/552, 7-83=-2459/554, 83-84=-2459/554, 84-85=-2459/554, 8-85=-2459/554 BOT CHORD 21-41=-325/2350, 41-42=-325/2350, 42-43=-325/2350, 43-44=-325/2350, 44-45=-325/2350, 45-46=-325/2350, 46-47=-325/2350, 47-48=-325/2350, 48-49=-325/2350, 20-49=-325/2350, 20-50=-326/2603, 50-51=-326/2603, 51-52=-326/2603, 52-53=-326/2603, 19-53=-326/2603, 19-54=-326/2603, 54-55=-326/2603, 55-56=-326/2603, 56-57=-326/2603, 57-58=-326/2603, 58-59=-326/2603, 18-59=-326/2603, 18-60=-305/2598, 60-61=-305/2598, 61-62=-305/2598, 62-63=-305/2598, 63-64=-305/2598, 64-65=-305/2598, 65-66=-305/2598, 66-67=-305/2598, 17-67=-305/2598, 17-68=-335/2779, 68-69=-335/2779, 69-70=-335/2779, 70-71=-335/2779, 71-72=-335/2779, 72-73=-335/2779, 73-74=-335/2779, 74-75=-335/2779, 75-76=-335/2779, 16-76=-335/2779, 16-77=-342/119, 77-78=-342/119, 78-79=-342/119, 79-80=-342/119, 80-81=-342/119, 81-82=-342/119, 15-82=-342/119, 11-23=-3065/468 WEBS 11-16=-474/3210, 9-16=-847/179, 9-17=-552/211, 7-17=-552/191, 7-18=-1386/258, 6-18=-309/1616, 5-18=-797/145, 5-20=-252/78, 4-20=0/474, 4-21=-3101/544, 2-21=-498/144, 12-14=-438/118, 1-21=-275/142, 8-17=-44/608 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2E) 22-2-0 to 24-8-1, Interior(1) 24-8-1 to 30-8-1, Exterior(2R) 30-8-1 to 33-8-1, Interior(1) 33-8-1 to 50-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 Continued on page 2 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc NOTES- 4) Unbalanced snow loads have been considered for this design. 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, with BCDL = 5.0psf. 9) Bearing at joint(s) 23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 21 and 244 lb uplift at joint 23. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 13=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 37=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 36=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 14=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 15=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 82=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 81=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 80=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 79=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 78=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 77=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 16=-150 Continued on page 3 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 76=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 75=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 73=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 72=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 71=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 70=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 69=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 68=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 17=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 67=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 66=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 64=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 63=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 62=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 61=-150 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Continued on page 4 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) Concentrated Loads (lb) Vert: 60=-150 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 18=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 59=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 58=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 57=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 55=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 54=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 19=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 53=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 51=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 50=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 49=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 48=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 47=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 46=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 45=-150 Continued on page 5 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 44=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 43=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 42=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 41=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 40=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 39=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 38=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 22=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-66(B), 6-7=-66(B), 1-6=-66(B), 13-14=-10(B), 15-22=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 22=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 6 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-109(B=-20), 12-24=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-34(B=-20), 8-83=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-34(B=-20), 24-28=-109(B=-20), 12-28=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-109(B=-20), 8-83=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Continued on page 7 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-144(B=-20), 12-24=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-24=-41(B=-20), 24-31=-144(B=-20), 12-31=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 141) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 142) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 143) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 144) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 145) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-41(B=-20), 8-83=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 146) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-83=-144(B=-20), 8-83=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 147) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-12=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-8=-144(B=-20) Continued on page 8 Job 11613-A Truss T10 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:49:59 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-5bdKer53_AHd25Pp1PlpD1olNcqHSEBwRgavhAyVkBc LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 148) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-30=-144(B=-20), 12-30=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 13-14=-10(B), 15-22=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ Scale = 1:92.8 T5 T3 T2 B5 W15 W14 W13 W12 W10 W9 W8W7 W6 W5 W4 W3 W1 W16 W1 W2 T6T1 B1 B2 B1 B4B3 BL1 T4 W11 8 9 10 11 12 13 6 7 1 2 3 4 5 15 1424 23 22 21 20 19 18 17 16 25 26 27 28 29 30 31 3233 3435 36 37 38 83 39 4041 42 43 44 45 46 47 48 49 50 51 5253 5455 56 57 58 59 6061 6263 64 65 66 67 68 69 70 71 72 73 747576 77 78 79 80 81 82 3x6 5x10 5x8 3x6 3x4 4x6 4x6 5x6 3x5 3x5 3x8 7x10 MT18HS 3x5 4x8 3x5 4x6 5x8 2x4 4x6 3x4 4x6 4x8 4x6 8x16 MT20HS 3-2-0 3-3-0 3-3-0 3-5-12 0-2-12 13-3-6 9-9-10 23-1-0 9-9-10 28-7-7 5-6-7 28-8-1 0-0-10 29-1-0 0-4-15 37-11-10 8-10-10 46-10-4 8-10-10 47-1-0 0-2-12 50-4-0 3-3-0 3-5-12 3-5-12 9-8-8 6-2-12 15-11-4 6-2-12 22-2-0 6-2-12 23-1-0 0-11-0 28-7-7 5-6-7 28-8-1 0-0-10 29-1-0 0-4-15 35-0-1 5-11-1 40-11-3 5-11-1 46-10-4 5-11-1 50-4-0 3-5-12 0- 1 1 - 0 10 - 1 - 1 3 0- 1 1 - 0 1- 6 - 0 9- 1 1 - 5 5.00 12 Plate Offsets (X,Y)-- [8:0-6-0,0-1-12], [12:0-3-4,Edge], [16:Edge,0-1-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.95 0.90 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.52 -0.10 0.07 (loc) 20-22 20-22 23 20-22 l/defl >999 >985 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 246 lb FT = 20% GRIP 197/144 148/108 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T5,T4: 2x4 SPF 2100F 1.8E BOT CHORD 2x4 SPF 2100F 1.8E *Except* B5: 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W12,W10,W9,W8,W7,W11: 2x4 SPF No.2 OTHERS 2x10 DF SS BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-9-10 max.): 7-8. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 9-19, 7-19, 7-20, 5-20 2 Rows at 1/3 pts 10-16, 4-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2483/0-5-8 (min. 0-3-3), 25=2511/0-7-4 (min. 0-1-8) Max Horz25=78(LC 20) Max Uplift23=-206(LC 16), 25=-211(LC 17) Max Grav23=2517(LC 5), 25=3089(LC 148) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-26=-2456/566, 26-27=-2498/564, 27-28=-2548/554, 9-28=-2655/553, 9-29=-2824/533, 10-29=-3056/517, 10-30=-56/352, 11-30=-69/335, 11-31=-69/283, 12-34=-92/582, 13-34=-104/555, 6-7=-2490/570, 1-35=-109/390, 2-35=-96/399, 2-3=-58/356, 3-4=-41/434, 4-36=-2913/519, 5-36=-2797/533, 5-37=-2604/540, 37-38=-2511/542, 6-38=-2462/553, 7-83=-2349/545, 8-83=-2344/546 BOT CHORD 23-44=-322/2374, 44-45=-322/2374, 45-46=-322/2374, 46-47=-322/2374, 47-48=-322/2374, 48-49=-322/2374, 49-50=-322/2374, 50-51=-322/2374, 51-52=-322/2374, 22-52=-322/2374, 22-53=-317/2620, 53-54=-317/2620, 54-55=-317/2620, 21-55=-317/2620, 21-56=-317/2620, 56-57=-317/2620, 57-58=-317/2620, 58-59=-317/2620, 59-60=-317/2620, 60-61=-317/2620, 20-61=-317/2620, 20-62=-248/2419, 62-63=-248/2419, 63-64=-248/2419, 64-65=-248/2419, 65-66=-248/2419, 66-67=-248/2419, 19-67=-248/2419, 19-68=-321/2755, 18-68=-321/2755, 18-69=-321/2755, 69-70=-321/2755, 70-71=-321/2755, 71-72=-321/2755, 72-73=-321/2755, 73-74=-321/2755, 74-75=-321/2755, 17-75=-321/2755, 17-76=-283/2467, 76-77=-283/2467, 77-78=-283/2467, 78-79=-283/2467, 79-80=-283/2467, 80-81=-283/2467, 81-82=-283/2467, 16-82=-283/2467, 16-25=-289/2222, 12-25=-767/162 WEBS 10-16=-3428/495, 10-17=-37/595, 9-17=-352/84, 9-19=-800/129, 7-19=-484/319, 7-20=-1244/183, 6-20=-248/1455, 5-20=-804/142, 4-22=0/468, 4-23=-3113/548, 2-23=-502/147, 13-15=-482/138, 1-23=-265/142, 8-19=-76/649 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) interior zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 22-2-0, Exterior(2E) 22-2-0 to 23-1-0, Interior(1) 23-1-0 to 28-8-1, Exterior(2R) 28-8-1 to 31-8-1, Interior(1) 31-8-1 to 50-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. Continued on page 2 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ NOTES- 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, with BCDL = 5.0psf. 9) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint 23 and 211 lb uplift at joint 25. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99, 100, 101, 102 , 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154, 155, 156, 157, 158, 159, 160 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 61) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 14=-150 62) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 40=-150 63) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 39=-150 64) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 15=-150 65) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 16=-150 66) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 82=-150 67) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 81=-150 68) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 80=-150 69) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 79=-150 70) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 78=-150 71) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 77=-150 72) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 76=-150 Continued on page 3 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) 73) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 17=-150 74) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 75=-150 75) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 74=-150 76) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 73=-150 77) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 72=-150 78) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 71=-150 79) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 70=-150 80) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 69=-150 81) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 18=-150 82) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 68=-150 83) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 67=-150 84) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 66=-150 85) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 65=-150 86) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 64=-150 87) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 63=-150 88) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Continued on page 4 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) Concentrated Loads (lb) Vert: 62=-150 89) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 61=-150 90) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 60=-150 91) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 59=-150 92) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 58=-150 93) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 57=-150 94) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 56=-150 95) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 21=-150 96) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 55=-150 97) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 53=-150 98) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 22=-150 99) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 52=-150 100) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 51=-150 101) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 50=-150 102) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 49=-150 103) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 48=-150 Continued on page 5 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) 104) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 47=-150 105) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 46=-150 106) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 45=-150 107) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 44=-150 108) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 43=-150 109) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 42=-150 110) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 41=-150 111) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 24=-150 112) 52nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-66(B), 6-7=-66(B), 1-6=-66(B), 14-15=-10(B), 16-24=-10(B), 7-8=-66(B) Concentrated Loads (lb) Vert: 24=-150 113) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 114) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 115) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 116) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 117) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 118) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 Continued on page 6 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) 119) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 120) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 121) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 122) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 123) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 124) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 125) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 126) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 127) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 128) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 129) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 130) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 131) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 132) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 133) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 Continued on page 7 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) 134) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 135) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 136) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 137) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-109(B=-20), 13-26=-34(B=-20), 6-7=-34(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-109(B=-20) Concentrated Loads (lb) Vert: 14=-150 138) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-34(B=-20), 26-31=-109(B=-20), 13-31=-66(B=-20), 6-7=-109(B=-20), 1-6=-34(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-34(B=-20) Concentrated Loads (lb) Vert: 14=-150 139) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-144(B=-20), 13-26=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 140) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-41(B=-20), 26-33=-144(B=-20), 13-33=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 141) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-144(B=-20), 13-26=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 142) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-41(B=-20), 26-33=-144(B=-20), 13-33=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 143) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-144(B=-20), 13-26=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 144) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-41(B=-20), 26-33=-144(B=-20), 13-33=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 145) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-144(B=-20), 13-26=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 146) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-26=-41(B=-20), 26-33=-144(B=-20), 13-33=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 147) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 148) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 Continued on page 8 Job 11613-A Truss T11 Truss Type ROOF SPECIAL Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:02 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VAITGs7yG5fCvZ8OjYIWrfQH6qptfbbN7epZIUyVkBZ LOAD CASE(S) 149) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 150) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 151) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 152) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 153) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 154) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 155) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 156) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 157) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 158) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 159) 9th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-13=-41(B=-20), 6-7=-41(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-144(B=-20) Concentrated Loads (lb) Vert: 14=-150 160) 10th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 8-32=-144(B=-20), 13-32=-90(B=-20), 6-7=-144(B=-20), 1-6=-41(B=-20), 14-15=-10(B), 16-24=-10(B), 7-8=-41(B=-20) Concentrated Loads (lb) Vert: 14=-150 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV Scale: 1/8"=1' T2T2 B3 W11 W8 W10 W8 W4 W1 B2 T1T1 B1 B1 W14W3 W12W13 W2 T3 W9 W9 W2 W15 W7 W5 W6 W7 W5W6 O1 7 8 9 10 11 121 2 3 4 5 6 14 1325 24 23 22 21 20 19 18 17 16 15 26 27 28 29 30 31 32 33 34 35 36 37 38 39 84 40 4142 43 44 45 46 47 48 4950 51 52 53 54 5556 575859 6061 6263 646566 67 6869 70 71 72 73 74 75 76 7778 7980 81 82 83 4x10 7x8 4x8 2x4 6x8 5x12 3x5 4x4 7x8 3x8 4x4 5x12 5x12 3x5 6x12 5x8 WB2x4 8x16 MT20HS 2x4 4x6 3x5 2x4 3x5 2x4 3-2-0 -1-2-0 1-2-0 2-1-0 2-1-0 2-3-12 0-2-12 8-10-13 6-7-1 12-2-6 3-3-9 14-6-0 2-3-10 22-1-0 7-7-0 22-6-0 0-5-0 25-6-0 3-0-0 25-11-0 0-5-0 33-6-0 7-7-0 35-9-10 2-3-10 39-1-3 3-3-9 45-8-4 6-7-1 45-11-0 0-2-12 49-2-0 3-3-0 -1-2-0 1-2-0 2-3-12 2-3-12 8-10-13 6-7-1 14-6-0 5-7-3 15-5-15 0-11-15 22-1-0 6-7-1 22-6-0 0-5-0 25-6-0 3-0-0 25-11-0 0-5-0 32-6-1 6-7-1 33-6-0 0-11-15 39-1-3 5-7-3 45-8-4 6-7-1 49-2-0 3-5-12 0- 1 1 - 0 10 - 9 - 5 2- 3 - 4 1- 6 - 0 0- 1 1 - 0 10 - 9 - 5 5.00 12 Plate Offsets (X,Y)-- [3:0-4-14,0-1-12], [4:0-4-0,Edge], [6:0-4-0,0-3-14], [9:0-5-0,Edge], [10:0-5-2,0-1-8], [11:0-3-4,Edge], [21:0-2-12,Edge] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.97 0.55 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.43 -0.16 0.08 (loc) 17-19 17-19 24 17-19 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 269 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E *Except* T1: 2x4 SPF 2100F 1.8E, T3: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF Stud WEBS 2x4 SPF Stud *Except* W11,W8,W10,W9: 2x4 SPF No.2, W4,W14: 2x4 SPF 2100F 1.8E W12: 2x6 HF No.2, W13: 2x10 DF SS OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-7-9 max.): 11-26, 6-7. Except: 2-2-0 oc bracing: 14-26 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 8-19, 7-20, 5-20, 3-24 2 Rows at 1/3 pts 10-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 24=2478/0-5-8 (min. 0-4-2), 26=2514/0-7-4 (min. 0-1-8) Max Horz26=144(LC 20) Max Uplift24=-475(LC 16), 26=-478(LC 17) Max Grav24=3273(LC 155), 26=3540(LC 155) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-27=-3065/514, 27-28=-3278/512, 8-28=-3512/496, 8-9=-3792/535, 9-29=-3807/527, 10-29=-4052/511, 10-30=-155/261, 11-32=-303/163, 11-12=-101/564, 3-37=-4192/557, 4-37=-3947/574, 4-5=-3930/581, 5-38=-3528/500, 38-39=-3299/516, 6-39=-3082/518, 15-83=-296/2605, 26-83=-296/2605, 11-26=-821/196, 6-84=-3034/514, 7-84=-3034/514 BOT CHORD 24-45=-353/3494, 45-46=-353/3494, 46-47=-353/3494, 47-48=-353/3494, 48-49=-353/3494, 49-50=-353/3494, 23-50=-353/3494, 23-51=-353/3494, 51-52=-353/3494, 52-53=-353/3494, 53-54=-353/3494, 54-55=-353/3494, 22-55=-353/3494, 21-22=-320/3758, 21-56=-320/3758, 56-57=-320/3758, 57-58=-320/3758, 58-59=-320/3758, 59-60=-320/3758, 60-61=-320/3758, 61-62=-320/3758, 20-62=-320/3758, 20-63=-267/3015, 63-64=-267/3015, 64-65=-267/3015, 19-65=-267/3015, 19-66=-445/3639, 66-67=-445/3639, 67-68=-445/3639, 18-68=-445/3639, 18-69=-445/3639, 69-70=-445/3639, 70-71=-445/3639, 71-72=-445/3639, 17-72=-445/3639, 17-73=-441/3175, 73-74=-441/3175, 74-75=-441/3175, 75-76=-441/3175, 76-77=-441/3175, 16-77=-441/3175, 16-78=-441/3176, 78-79=-441/3176, 79-80=-441/3176, 80-81=-441/3176, 81-82=-441/3176, 15-82=-441/3176 WEBS 10-15=-4136/478, 8-19=-844/236, 7-20=-422/482, 5-20=-991/258, 3-24=-4353/491, 2-24=-629/210, 6-20=-120/689, 7-19=-129/670, 12-14=-443/106, 3-22=-32/374, 8-17=-324/119, 10-17=-61/613 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -1-0-4 to 2-2-12, Interior(1) 2-2-12 to 22-6-0, Exterior(2E) 22-6-0 to 25-6-0, Exterior(2R) 25-6-0 to 29-8-15, Interior(1) 29-8-15 to 49-0-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. Continued on page 2 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV NOTES- 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, with BCDL = 5.0psf. 9) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 475 lb uplift at joint 24 and 478 lb uplift at joint 26. 11) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Load case(s) 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99 , 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154, 155, 156, 157, 158, 159, 160, 161, 162, 163, 164, 165, 166, 167, 168, 169, 170, 171, 172, 173, 174, 175, 176, 177, 178, 179 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 14) User moving load cases exist: Review the load cases for details. 15) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 16) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 57) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 13=-150 58) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 41=-150 59) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 40=-150 60) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 14=-150 61) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 15=-150 62) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 82=-150 63) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 81=-150 64) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 80=-150 65) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 79=-150 66) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 78=-150 67) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 16=-150 68) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 77=-150 Continued on page 3 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) 69) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 76=-150 70) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 75=-150 71) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 74=-150 72) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 73=-150 73) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 72=-150 74) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 71=-150 75) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 70=-150 76) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 69=-150 77) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 18=-150 78) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 68=-150 79) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 67=-150 80) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 66=-150 81) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 65=-150 82) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 64=-150 83) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 63=-150 84) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Continued on page 4 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) Concentrated Loads (lb) Vert: 62=-150 85) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 61=-150 86) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 60=-150 87) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 59=-150 88) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 58=-150 89) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 57=-150 90) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 56=-150 91) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 21=-150 92) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 55=-150 93) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 54=-150 94) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 53=-150 95) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 52=-150 96) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 51=-150 97) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 23=-150 98) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 50=-150 99) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 49=-150 Continued on page 5 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) 100) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 48=-150 101) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 47=-150 102) 46th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 46=-150 103) 47th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 45=-150 104) 48th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 44=-150 105) 49th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 43=-150 106) 50th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 42=-150 107) 51st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-66(B), 11-12=-66(B), 6-33=-66(B), 13-14=-10(B), 15-42=-10(B), 6-7=-66(B) Concentrated Loads (lb) Vert: 42=-150 108) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 109) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 110) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 111) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 112) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 113) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 114) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 6 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 115) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 116) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 117) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 118) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 119) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 120) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 121) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 122) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 123) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 124) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 125) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 126) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 127) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 Continued on page 7 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) 128) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 129) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 130) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 131) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 132) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 133) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 134) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 135) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 136) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 137) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 138) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 139) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 140) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 141) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Continued on page 8 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 142) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-109(B=-20), 11-27=-34(B=-20), 11-12=-34(B=-20), 33-39=-34(B=-20), 6-39=-109(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-109(B=-20) Concentrated Loads (lb) Vert: 13=-150 143) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-34(B=-20), 27-30=-109(B=-20), 11-30=-66(B=-20), 11-12=-66(B=-20), 33-36=-66(B=-20), 36-39=-109(B=-20), 6-39=-34(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-34(B=-20) Concentrated Loads (lb) Vert: 13=-150 144) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-144(B=-20), 11-27=-41(B=-20), 11-12=-41(B=-20), 33-39=-41(B=-20), 6-39=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 145) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-41(B=-20), 27-32=-144(B=-20), 11-32=-90(B=-20), 11-12=-90(B=-20), 33-34=-90(B=-20), 34-39=-144(B=-20), 6-39=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 146) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-144(B=-20), 11-27=-41(B=-20), 11-12=-41(B=-20), 33-39=-41(B=-20), 6-39=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 147) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-41(B=-20), 27-32=-144(B=-20), 11-32=-90(B=-20), 11-12=-90(B=-20), 33-34=-90(B=-20), 34-39=-144(B=-20), 6-39=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 148) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-144(B=-20), 11-27=-41(B=-20), 11-12=-41(B=-20), 33-39=-41(B=-20), 6-39=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 149) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-41(B=-20), 27-32=-144(B=-20), 11-32=-90(B=-20), 11-12=-90(B=-20), 33-34=-90(B=-20), 34-39=-144(B=-20), 6-39=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 150) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-144(B=-20), 11-27=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 33-39=-41(B=-20), 6-39=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 151) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-41(B=-20), 27-32=-144(B=-20), 11-32=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-34=-90(B=-20), 34-39=-144(B=-20), 6-39=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 152) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-144(B=-20), 11-27=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 33-39=-41(B=-20), 6-39=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 153) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-27=-41(B=-20), 27-32=-144(B=-20), 11-32=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-34=-90(B=-20), 34-39=-144(B=-20), 6-39=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 154) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 155) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Continued on page 9 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 9 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 156) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 157) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 158) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 159) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 160) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 161) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 162) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 163) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 164) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 165) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 166) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 167) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 168) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 169) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Continued on page 10 Job 11613-A Truss T12 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:06 2021 Page 10 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OxYz6EBSKKAeOAS9yNNS?VbxhRHNbQEy2GnnRGyVkBV LOAD CASE(S) 170) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 171) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 172) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 173) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 174) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 175) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 176) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 177) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 178) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-11=-41(B=-20), 11-12=-41(B=-20), 1-33=-21, 6-33=-41(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-144(B=-20) Concentrated Loads (lb) Vert: 13=-150 179) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 7-31=-144(B=-20), 11-31=-90(B=-20), 11-12=-90(B=-20), 1-33=-70, 33-35=-90(B=-20), 6-35=-144(B=-20), 13-14=-10(B), 15-42=-10(B), 6-7=-41(B=-20) Concentrated Loads (lb) Vert: 13=-150 Job 11613-A Truss T16 Truss Type COMMON GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:08 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-KKgkXvCjsxQMdUbX3oPw4wgO1Fv83IDFVaGtV8yVkBT Scale = 1:35.1 T1 T1 B1 W3 W1 W2 W1 W2 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3x10 MT20HS 3x10 MT20HS 5x6 7x8 4x6 4x6 5-7-0 5-7-0 11-2-0 5-7-0 5-7-0 5-7-0 11-2-0 5-7-0 3- 7 - 8 5- 1 1 - 7 3- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [5:0-4-0,0-4-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.53 0.72 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.10 0.00 0.02 (loc) 4-5 4-5 4 4-5 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS Weight: 137 lb FT = 20% GRIP 185/144 139/108 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x6 HF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 6=2863/0-5-8 (min. 0-3-4), 4=2821/0-5-8 (min. 0-3-4) Max Horz6=113(LC 40) Max Uplift6=-2338(LC 45), 4=-2333(LC 48) Max Grav6=3967(LC 34), 4=3931(LC 35) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3356/2377, 2-3=-3356/2377, 1-6=-3252/2246, 3-4=-3252/2246 BOT CHORD 6-7=-396/367, 7-8=-583/554, 8-9=-583/554, 9-10=-754/726, 10-11=-1112/1257, 11-12=-1299/1270, 12-13=-1829/1800, 5-13=-2038/2009, 5-14=-1985/1965, 14-15=-1836/1816, 15-16=-1291/1271, 16-17=-1119/1100, 17-18=-761/742, 18-19=-575/555, 19-20=-575/555, 4-20=-403/383 WEBS 2-5=-263/1079, 1-5=-2494/3389, 3-5=-2494/3389 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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 2338 lb uplift at joint 6 and 2333 lb uplift at joint 4. 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) 93, 94, 95, 96, 97, 98, 99, 100, 101, 102, 103, 104 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 13) This truss has been designed for a total drag load of 4000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 11-2-0 for 358.2 plf. Continued on page 2 Job 11613-A Truss T16 Truss Type COMMON GIRDER Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:08 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-KKgkXvCjsxQMdUbX3oPw4wgO1Fv83IDFVaGtV8yVkBT NOTES- 14) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 15) User moving load cases exist: Review the load cases for details. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 919 lb down and 113 lb up at 1-6-4, 919 lb down and 113 lb up at 3-6-4, 919 lb down and 113 lb up at 5-6-4, and 919 lb down and 113 lb up at 7-6-4, and 919 lb down and 113 lb up at 9-6-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90, 2-3=-90, 4-6=-10 Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 19=-919(B) 93) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 6=-150 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 19=-919(B) 94) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 7=-150 8=-919(B) 11=-919(B) 16=-919(B) 19=-919(B) 95) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 9=-150 11=-919(B) 16=-919(B) 19=-919(B) 96) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 10=-150 11=-919(B) 16=-919(B) 19=-919(B) 97) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 12=-150 16=-919(B) 19=-919(B) 98) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 13=-150 16=-919(B) 19=-919(B) 99) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 14=-150 16=-919(B) 19=-919(B) 100) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 15=-150 16=-919(B) 19=-919(B) 101) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 17=-150 19=-919(B) 102) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 18=-150 19=-919(B) 103) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 19=-919(B) 20=-150 104) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 4-6=-10(F) Concentrated Loads (lb) Vert: 4=-150 5=-919(B) 8=-919(B) 11=-919(B) 16=-919(B) 19=-919(B) Job 11613-A Truss T16A Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:09 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-oWD6kFDLdFYCFeAkdWw9d8DUzeLeoyYPkE?R2ayVkBS Scale = 1:33.4 T1 T1 B1 W3 W1 W2 W1 W2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2x6 2x6 5x6 3x8 6x8 6x8 5-7-0 5-7-0 11-2-0 5-7-0 -3-3-0 3-3-0 5-7-0 5-7-0 11-2-0 5-7-0 14-5-0 3-3-0 3- 1 - 9 5- 5 - 8 3- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.84 0.38 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.08 0.00 0.00 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 72 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=857/0-5-8 (min. 0-1-12), 6=857/0-5-8 (min. 0-1-12) Max Horz8=-95(LC 14) Max Uplift8=-187(LC 12), 6=-187(LC 13) Max Grav8=1096(LC 23), 6=1096(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-427/158, 3-11=-301/179, 3-12=-301/179, 4-12=-428/158, 2-8=-1073/440, 4-6=-1073/440 WEBS 2-7=-69/333, 4-7=-69/333 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 5-7-0, Exterior(2R) 5-7-0 to 8-7-0, Interior(1) 8-7-0 to 14-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 187 lb uplift at joint 8 and 187 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss T16A Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:09 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-oWD6kFDLdFYCFeAkdWw9d8DUzeLeoyYPkE?R2ayVkBS LOAD CASE(S) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 20=-150 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 21=-150 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 22=-150 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 23=-150 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 24=-150 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss T16B Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:10 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-GjnUxbEzOZg3snlwBDRO9Llie2l_XQ7Yzul_a1yVkBR Scale = 1:33.4 T1 T1 B1 W3 W1 W2 W1 W2 ST3 ST4 ST1 ST2 ST3 ST4 ST1 ST2 1 2 3 4 5 8 7 6 21 22 23 24 2x6 2x6 5x6 3x8 4x4 4x4 2x4 2x4 2x4 2x4 5-7-0 5-7-0 11-2-0 5-7-0 -3-3-0 3-3-0 5-7-0 5-7-0 11-2-0 5-7-0 14-5-0 3-3-0 3- 1 - 9 5- 5 - 8 3- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:0-1-0,0-1-12], [9:0-1-14,0-0-8], [12:0-1-14,0-0-8], [17:0-1-14,0-0-8], [20:0-1-14,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.65 0.12 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.00 0.01 (loc) 7-8 7-8 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 175 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=1929/0-5-8 (min. 0-1-11), 6=1929/0-5-8 (min. 0-1-11) Max Horz8=95(LC 15) Max Uplift8=-401(LC 16), 6=-401(LC 17) Max Grav8=2168(LC 23), 6=2168(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=-43/259, 2-22=-50/305, 2-3=-842/351, 3-4=-841/351, 4-23=-50/305, 23-24=-43/259, 2-8=-2122/963, 4-6=-2122/963 WEBS 3-7=-379/123, 2-7=-146/554, 4-7=-147/554 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 1-0-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3E) -3-4-1 to -0-4-1, Exterior(2N) -0-4-1 to 5-7-0, Corner(3R) 5-7-0 to 8-7-0, Exterior(2N) 8-7-0 to 14-6-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 7) Unbalanced snow loads have been considered for this design. 8) 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. 9) All plates are 1x4 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 8 and 401 lb uplift at joint 6. Continued on page 2 Job 11613-A Truss T16B Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:10 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-GjnUxbEzOZg3snlwBDRO9Llie2l_XQ7Yzul_a1yVkBR NOTES- 14) 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 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-204(F=-114), 2-3=-204(F=-114), 3-4=-204(F=-114), 4-5=-204(F=-114), 6-8=-20 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ Scale = 1:33.9 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B2 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 2x6 4x6 2x6 3x5 3x8 3x4 3x4 3x8 3x8 8-3-10 8-3-10 16-7-4 8-3-10 4-3-9 4-3-9 8-3-10 4-0-1 12-3-11 4-0-1 16-7-4 4-3-9 2- 3 - 4 5- 8 - 1 2 2- 3 - 4 5.00 12 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 42.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.56 0.85 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.28 0.02 0.01 (loc) 7-9 7-9 6 7 l/defl >999 >699 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 73 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-12 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) 9=930/0-7-4 (min. 0-1-12), 6=930/0-7-4 (min. 0-1-12) Max Horz9=-367(LC 12) Max Uplift9=-147(LC 16), 6=-147(LC 17) Max Grav9=1112(LC 22), 6=1112(LC 23) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-907/255, 3-12=-785/271, 3-13=-785/271, 4-13=-907/255, 1-9=-270/77, 5-6=-270/77 BOT CHORD 9-16=0/1229, 16-17=-250/929, 17-18=-250/929, 18-19=-250/929, 19-20=-250/929, 20-21=-250/929, 8-21=-250/929, 8-22=-250/929, 7-22=-250/929, 7-23=-228/929, 23-24=-228/929, 24-25=-228/929, 25-26=-228/929, 26-27=-228/929, 27-28=-228/929, 28-29=-228/929, 29-30=-228/929, 6-30=-228/929 WEBS 3-7=-72/270, 4-7=-300/113, 2-7=-300/113, 2-9=-1189/274, 4-6=-1189/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 8-3-10, Exterior(2R) 8-3-10 to 11-3-10, Interior(1) 11-3-10 to 16-5-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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 147 lb uplift at joint 9 and 147 lb uplift at joint 6. 8) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36 , 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 11) User moving load cases exist: Review the load cases for details. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb right at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-104, 3-5=-104, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 2) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-50, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-83, 3-5=-83, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 5) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-83, 3-10=-123, 3-5=-39, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 6) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-39, 3-15=-123, 5-15=-83, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 7) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 6-9=-30 Concentrated Loads (lb) Horz: 16=300(F) 8) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-11=34, 3-11=29, 3-13=40, 5-13=29, 6-9=-5 Horz: 1-11=-45, 3-11=-40, 3-13=51, 5-13=40, 1-9=20, 5-6=35 Concentrated Loads (lb) Horz: 16=300(F) 9) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-12=29, 3-12=40, 3-14=29, 5-14=34, 6-9=-5 Horz: 1-12=-40, 3-12=-51, 3-14=40, 5-14=45, 1-9=-35, 5-6=-20 Concentrated Loads (lb) Horz: 16=300(F) 10) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-36, 3-5=-36, 6-9=-10 Horz: 1-3=16, 3-5=-16, 1-9=-24, 5-6=-32 Concentrated Loads (lb) Horz: 16=300(F) 11) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-36, 3-5=-36, 6-9=-10 Horz: 1-3=16, 3-5=-16, 1-9=32, 5-6=24 Concentrated Loads (lb) Horz: 16=300(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=17, 3-5=15, 6-9=-5 Horz: 1-3=-28, 3-5=26, 1-9=16, 5-6=21 Concentrated Loads (lb) Horz: 16=300(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=15, 3-5=17, 6-9=-5 Horz: 1-3=-26, 3-5=28, 1-9=-21, 5-6=-16 Concentrated Loads (lb) Horz: 16=300(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-3, 3-5=-5, 6-9=-10 Horz: 1-3=-17, 3-5=15, 1-9=27, 5-6=9 Concentrated Loads (lb) Horz: 16=300(F) Continued on page 3 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ LOAD CASE(S) Standard Except: 15) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-5, 3-5=-3, 6-9=-10 Horz: 1-3=-15, 3-5=17, 1-9=-9, 5-6=-27 Concentrated Loads (lb) Horz: 16=300(F) 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=28, 3-5=11, 6-9=-5 Horz: 1-3=-39, 3-5=22, 1-9=14, 5-6=19 Concentrated Loads (lb) Horz: 16=300(F) 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=11, 3-5=28, 6-9=-5 Horz: 1-3=-22, 3-5=39, 1-9=-19, 5-6=-14 Concentrated Loads (lb) Horz: 16=300(F) 18) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=16, 3-5=6, 6-9=-5 Horz: 1-3=-27, 3-5=17, 1-9=7, 5-6=15 Concentrated Loads (lb) Horz: 16=300(F) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=6, 3-5=16, 6-9=-5 Horz: 1-3=-17, 3-5=27, 1-9=-15, 5-6=-7 Concentrated Loads (lb) Horz: 16=300(F) 20) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=8, 3-5=-9, 6-9=-10 Horz: 1-3=-28, 3-5=11, 1-9=25, 5-6=8 Concentrated Loads (lb) Horz: 16=300(F) 21) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-9, 3-5=8, 6-9=-10 Horz: 1-3=-11, 3-5=28, 1-9=-8, 5-6=-25 Concentrated Loads (lb) Horz: 16=300(F) 22) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-10=-104, 3-10=-157, 3-5=-45, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 23) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-45, 3-15=-157, 5-15=-104, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 24) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-20, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 25) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-72, 6-9=-10 Horz: 1-3=-13, 3-5=11, 1-9=21, 5-6=7 Concentrated Loads (lb) Horz: 16=300(F) 26) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-72, 3-5=-70, 6-9=-10 Horz: 1-3=-11, 3-5=13, 1-9=-7, 5-6=-21 Concentrated Loads (lb) Horz: 16=300(F) 27) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-62, 3-5=-75, 6-9=-10 Horz: 1-3=-21, 3-5=8, 1-9=19, 5-6=6 Concentrated Loads (lb) Horz: 16=300(F) 28) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-75, 3-5=-62, 6-9=-10 Horz: 1-3=-8, 3-5=21, 1-9=-6, 5-6=-19 Concentrated Loads (lb) Horz: 16=300(F) 29) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-37, 3-5=-39, 6-9=-10 Horz: 1-3=-13, 3-5=11, 1-9=21, 5-6=7 Concentrated Loads (lb) Horz: 16=300(F) 30) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-39, 3-5=-37, 6-9=-10 Horz: 1-3=-11, 3-5=13, 1-9=-7, 5-6=-21 Concentrated Loads (lb) Horz: 16=300(F) 31) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-29, 3-5=-42, 6-9=-10 Horz: 1-3=-21, 3-5=8, 1-9=19, 5-6=6 Concentrated Loads (lb) Horz: 16=300(F) 32) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-42, 3-5=-29, 6-9=-10 Horz: 1-3=-8, 3-5=21, 1-9=-6, 5-6=-19 Concentrated Loads (lb) Horz: 16=300(F) 33) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=-27, 3-5=-27, 6-9=-5 Horz: 1-3=16, 3-5=-16, 1-9=-16, 5-6=-16 Concentrated Loads (lb) Horz: 16=300(F) 34) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-3=5, 3-5=5, 6-9=-5 Horz: 1-3=-16, 3-5=16, 1-9=16, 5-6=16 Concentrated Loads (lb) Horz: 16=300(F) 35) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-20, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 36) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-60, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 37) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-20, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 38) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-20, 3-5=-50, 6-9=-10 Concentrated Loads (lb) Horz: 16=300(F) 39) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 9=-150 Horz: 16=300(F) 40) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 17=-150 Horz: 16=300(F) 41) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Continued on page 5 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ LOAD CASE(S) Concentrated Loads (lb) Vert: 19=-150 Horz: 16=300(F) 42) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 16=300(F) 43) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 Horz: 16=300(F) 44) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 24=-150 Horz: 16=300(F) 45) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 26=-150 Horz: 16=300(F) 46) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 16=300(F) 47) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 16=300(F) 48) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 Horz: 16=300(F) 49) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 9=-150 Horz: 16=300(F) 50) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 16=-150 Horz: 16=300(F) 51) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 17=-150 Horz: 16=300(F) 52) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 18=-150 Horz: 16=300(F) 53) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 19=-150 Horz: 16=300(F) 54) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Continued on page 6 Job 11613-A Truss T17 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:11 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-kvLs9xEb9sowUxK6kxzdiZIvoSvnGjaiBYUX6TyVkBQ LOAD CASE(S) Concentrated Loads (lb) Vert: 20=-150 Horz: 16=300(F) 55) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 16=300(F) 56) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 22=-150 Horz: 16=300(F) 57) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 7=-150 Horz: 16=300(F) 58) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 23=-150 Horz: 16=300(F) 59) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 24=-150 Horz: 16=300(F) 60) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 25=-150 Horz: 16=300(F) 61) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 26=-150 Horz: 16=300(F) 62) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 27=-150 Horz: 16=300(F) 63) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 16=300(F) 64) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 29=-150 Horz: 16=300(F) 65) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 16=300(F) 66) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-76(F), 3-5=-76(F), 6-9=-10(F) Concentrated Loads (lb) Vert: 6=-150 Horz: 16=300(F) Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP Scale = 1:36.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 5x6 3x5 3x8 3x4 3x4 5x6 6x8 6x8 5x6 8-3-10 8-3-10 16-7-4 8-3-10 -3-3-0 3-3-0 4-3-9 4-3-9 8-3-10 4-0-1 12-3-11 4-0-1 16-7-4 4-3-9 19-10-4 3-3-0 2- 3 - 4 5- 8 - 1 2 2- 3 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 42.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.82 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.28 0.02 0.01 (loc) 8-9 9-11 8 9 l/defl >999 >712 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1292/0-7-4 (min. 0-2-6), 8=1292/0-7-4 (min. 0-2-6) Max Horz11=-360(LC 14) Max Uplift11=-230(LC 16), 8=-230(LC 17) Max Grav11=1496(LC 23), 8=1496(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=0/252, 3-14=-820/220, 4-14=-694/233, 4-15=-694/232, 5-15=-820/220, 6-17=0/252, 2-11=-945/370, 6-8=-944/371 BOT CHORD 11-18=0/1050, 18-19=-176/750, 19-20=-176/750, 20-21=-176/750, 21-22=-176/750, 22-23=-176/750, 10-23=-176/750, 10-24=-176/750, 24-25=-176/750, 9-25=-176/750, 9-26=-176/751, 26-27=-176/751, 27-28=-176/751, 28-29=-176/751, 29-30=-176/751, 30-31=-176/751, 31-32=-176/751, 32-33=-176/751, 8-33=-176/751 WEBS 3-11=-1031/121, 5-8=-1031/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) C-C wind load user defined. 4) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 5) Unbalanced snow loads have been considered for this design. 6) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 42.0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 lb uplift at joint 11 and 230 lb uplift at joint 8. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. Continued on page 2 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP NOTES- 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb right at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-104, 2-4=-104, 4-6=-104, 6-7=-104, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 2) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-50, 6-7=-50, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-83, 2-4=-83, 4-6=-83, 6-7=-83, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 5) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-83, 2-13=-83, 4-13=-123, 4-6=-39, 6-7=-39, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 6) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-39, 4-16=-123, 6-16=-83, 6-7=-83, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 7) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-11=-30 Concentrated Loads (lb) Horz: 18=300(F) 8) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-12=56, 2-12=48, 2-4=29, 4-15=40, 6-15=29, 6-7=24, 8-11=-5 Horz: 1-12=-67, 2-12=-59, 2-4=-40, 4-15=51, 6-15=40, 6-7=35, 2-11=20, 6-8=35 Concentrated Loads (lb) Horz: 18=300(F) 9) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=24, 2-14=29, 4-14=40, 4-6=29, 6-17=48, 7-17=56, 8-11=-5 Horz: 1-2=-35, 2-14=-40, 4-14=-51, 4-6=40, 6-17=59, 7-17=67, 2-11=-35, 6-8=-20 Concentrated Loads (lb) Horz: 18=300(F) 10) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-4=-36, 4-6=-36, 6-7=-30, 8-11=-10 Horz: 1-2=-10, 2-4=16, 4-6=-16, 6-7=-10, 2-11=-24, 6-8=-32 Concentrated Loads (lb) Horz: 18=300(F) 11) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-36, 4-6=-36, 6-7=-10, 8-11=-10 Horz: 1-2=10, 2-4=16, 4-6=-16, 6-7=10, 2-11=32, 6-8=24 Concentrated Loads (lb) Horz: 18=300(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-4=17, 4-6=15, 6-7=9, 8-11=-5 Horz: 1-2=-41, 2-4=-28, 4-6=26, 6-7=20, 2-11=16, 6-8=21 Concentrated Loads (lb) Horz: 18=300(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=15, 4-6=17, 6-7=30, 8-11=-5 Horz: 1-2=-20, 2-4=-26, 4-6=28, 6-7=41, 2-11=-21, 6-8=-16 Concentrated Loads (lb) Horz: 18=300(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=3, 2-4=-3, 4-6=-5, 6-7=0, 8-11=-10 Horz: 1-2=-23, 2-4=-17, 4-6=15, 6-7=20, 2-11=27, 6-8=9 Concentrated Loads (lb) Horz: 18=300(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=0, 2-4=-5, 4-6=-3, 6-7=3, 8-11=-10 Horz: 1-2=-20, 2-4=-15, 4-6=17, 6-7=23, 2-11=-9, 6-8=-27 Concentrated Loads (lb) Horz: 18=300(F) 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=23, 2-4=28, 4-6=11, 6-7=6, 8-11=-5 Horz: 1-2=-34, 2-4=-39, 4-6=22, 6-7=17, 2-11=14, 6-8=19 Concentrated Loads (lb) Horz: 18=300(F) 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=6, 2-4=11, 4-6=28, 6-7=23, 8-11=-5 Horz: 1-2=-17, 2-4=-22, 4-6=39, 6-7=34, 2-11=-19, 6-8=-14 Concentrated Loads (lb) Horz: 18=300(F) 18) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-4=16, 4-6=6, 6-7=1, 8-11=-5 Horz: 1-2=-22, 2-4=-27, 4-6=17, 6-7=12, 2-11=7, 6-8=15 Concentrated Loads (lb) Horz: 18=300(F) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=1, 2-4=6, 4-6=16, 6-7=11, 8-11=-5 Horz: 1-2=-12, 2-4=-17, 4-6=27, 6-7=22, 2-11=-15, 6-8=-7 Concentrated Loads (lb) Horz: 18=300(F) 20) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-9, 6-7=-3, 8-11=-10 Horz: 1-2=-34, 2-4=-28, 4-6=11, 6-7=17, 2-11=25, 6-8=8 Concentrated Loads (lb) Horz: 18=300(F) 21) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-6=8, 6-7=14, 8-11=-10 Horz: 1-2=-17, 2-4=-11, 4-6=28, 6-7=34, 2-11=-8, 6-8=-25 Concentrated Loads (lb) Horz: 18=300(F) 22) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-188, 2-4=-20, 4-6=-20, 6-7=-188, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 23) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-104, 2-13=-104, 4-13=-157, 4-6=-45, 6-7=-45, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 24) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-45, 4-16=-157, 6-16=-104, 6-7=-104, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 25) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 26) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-66, 2-4=-70, 4-6=-72, 6-7=-68, 8-11=-10 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 18=300(F) 27) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-72, 4-6=-70, 6-7=-66, 8-11=-10 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Continued on page 4 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP LOAD CASE(S) Concentrated Loads (lb) Horz: 18=300(F) 28) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-62, 4-6=-75, 6-7=-70, 8-11=-10 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 18=300(F) 29) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-75, 4-6=-62, 6-7=-58, 8-11=-10 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 18=300(F) 30) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-37, 4-6=-39, 6-7=-35, 8-11=-10 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 18=300(F) 31) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-4=-39, 4-6=-37, 6-7=-33, 8-11=-10 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Concentrated Loads (lb) Horz: 18=300(F) 32) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-29, 4-6=-42, 6-7=-37, 8-11=-10 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 18=300(F) 33) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-29, 6-7=-25, 8-11=-10 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 18=300(F) 34) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=-27, 4-6=-27, 6-7=-27, 8-11=-5 Horz: 1-2=-16, 2-4=16, 4-6=-16, 6-7=-16, 2-11=-16, 6-8=-16 Concentrated Loads (lb) Horz: 18=300(F) 35) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=5, 4-6=5, 6-7=5, 8-11=-5 Horz: 1-2=-16, 2-4=-16, 4-6=16, 6-7=16, 2-11=16, 6-8=16 Concentrated Loads (lb) Horz: 18=300(F) 36) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 37) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-60, 6-7=-60, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 38) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 39) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-50, 6-7=-50, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 Horz: 18=300(F) 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 5 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 Horz: 18=300(F) 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 18=300(F) 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 Horz: 18=300(F) 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 Horz: 18=300(F) 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 Horz: 18=300(F) 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 Horz: 18=300(F) 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 Horz: 18=300(F) 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 33=-150 Horz: 18=300(F) 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Horz: 18=300(F) 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 Horz: 18=300(F) 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 Horz: 18=300(F) 52) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 Horz: 18=300(F) 53) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 Horz: 18=300(F) Continued on page 6 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP LOAD CASE(S) 54) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 18=300(F) 55) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 22=-150 Horz: 18=300(F) 56) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 Horz: 18=300(F) 57) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 24=-150 Horz: 18=300(F) 58) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 Horz: 18=300(F) 59) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 Horz: 18=300(F) 60) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 Horz: 18=300(F) 61) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 18=300(F) 62) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 Horz: 18=300(F) 63) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 18=300(F) 64) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 Horz: 18=300(F) 65) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 Horz: 18=300(F) 66) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Continued on page 7 Job 11613-A Truss T18 Truss Type COMMON Qty 15 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:12 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-C5vFMHFDwAwn65vJIeUsFmr1ksGZ?CorQCE5fvyVkBP LOAD CASE(S) Concentrated Loads (lb) Vert: 33=-150 Horz: 18=300(F) 67) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Horz: 18=300(F) Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO Scale = 1:36.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 3x5 3x8 3x4 3x4 5x6 6x8 6x8 5x6 8-3-10 8-3-10 16-7-4 8-3-10 -3-3-0 3-3-0 4-3-9 4-3-9 8-3-10 4-0-1 12-3-11 4-0-1 16-7-4 4-3-9 19-10-4 3-3-0 2- 3 - 4 5- 8 - 1 2 2- 3 - 4 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 42.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.74 0.81 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.28 0.02 0.01 (loc) 8-9 9-11 8 9 l/defl >999 >710 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 97 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1292/0-7-4 (min. 0-2-6), 8=1292/0-7-4 (min. 0-2-6) Max Horz11=-360(LC 14) Max Uplift11=-230(LC 16), 8=-230(LC 17) Max Grav11=1496(LC 23), 8=1496(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=0/252, 3-14=-820/220, 4-14=-694/233, 4-15=-694/232, 5-15=-820/220, 6-17=0/252, 2-11=-945/370, 6-8=-944/371 BOT CHORD 11-18=0/1050, 18-19=-176/750, 19-20=-176/750, 20-21=-176/750, 21-22=-176/750, 22-23=-176/750, 10-23=-176/750, 10-24=-176/750, 9-24=-176/750, 9-25=-176/751, 25-26=-176/751, 26-27=-176/751, 27-28=-176/751, 28-29=-176/751, 29-30=-176/751, 30-31=-176/751, 31-32=-176/751, 8-32=-176/751 WEBS 3-11=-1031/121, 5-8=-1031/122 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 8-3-10, Exterior(2R) 8-3-10 to 11-3-10, Interior(1) 11-3-10 to 19-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 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 230 lb uplift at joint 11 and 230 lb uplift at joint 8. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details.Continued on page 2 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb right at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-104, 2-4=-104, 4-6=-104, 6-7=-104, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 2) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-60, 6-7=-60, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-50, 6-7=-50, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-83, 2-4=-83, 4-6=-83, 6-7=-83, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 5) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-83, 2-13=-83, 4-13=-123, 4-6=-39, 6-7=-39, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 6) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-39, 2-4=-39, 4-16=-123, 6-16=-83, 6-7=-83, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 7) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-11=-30 Concentrated Loads (lb) Horz: 18=300(F) 8) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-12=56, 2-12=48, 2-4=29, 4-15=40, 6-15=29, 6-7=24, 8-11=-5 Horz: 1-12=-67, 2-12=-59, 2-4=-40, 4-15=51, 6-15=40, 6-7=35, 2-11=20, 6-8=35 Concentrated Loads (lb) Horz: 18=300(F) 9) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=24, 2-14=29, 4-14=40, 4-6=29, 6-17=48, 7-17=56, 8-11=-5 Horz: 1-2=-35, 2-14=-40, 4-14=-51, 4-6=40, 6-17=59, 7-17=67, 2-11=-35, 6-8=-20 Concentrated Loads (lb) Horz: 18=300(F) 10) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-4=-36, 4-6=-36, 6-7=-30, 8-11=-10 Horz: 1-2=-10, 2-4=16, 4-6=-16, 6-7=-10, 2-11=-24, 6-8=-32 Concentrated Loads (lb) Horz: 18=300(F) 11) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-36, 4-6=-36, 6-7=-10, 8-11=-10 Horz: 1-2=10, 2-4=16, 4-6=-16, 6-7=10, 2-11=32, 6-8=24 Concentrated Loads (lb) Horz: 18=300(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=30, 2-4=17, 4-6=15, 6-7=9, 8-11=-5 Horz: 1-2=-41, 2-4=-28, 4-6=26, 6-7=20, 2-11=16, 6-8=21 Concentrated Loads (lb) Horz: 18=300(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=9, 2-4=15, 4-6=17, 6-7=30, 8-11=-5 Horz: 1-2=-20, 2-4=-26, 4-6=28, 6-7=41, 2-11=-21, 6-8=-16 Concentrated Loads (lb) Horz: 18=300(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=3, 2-4=-3, 4-6=-5, 6-7=0, 8-11=-10 Horz: 1-2=-23, 2-4=-17, 4-6=15, 6-7=20, 2-11=27, 6-8=9 Concentrated Loads (lb) Horz: 18=300(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=0, 2-4=-5, 4-6=-3, 6-7=3, 8-11=-10 Horz: 1-2=-20, 2-4=-15, 4-6=17, 6-7=23, 2-11=-9, 6-8=-27 Concentrated Loads (lb) Horz: 18=300(F) 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=23, 2-4=28, 4-6=11, 6-7=6, 8-11=-5 Horz: 1-2=-34, 2-4=-39, 4-6=22, 6-7=17, 2-11=14, 6-8=19 Concentrated Loads (lb) Horz: 18=300(F) 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=6, 2-4=11, 4-6=28, 6-7=23, 8-11=-5 Horz: 1-2=-17, 2-4=-22, 4-6=39, 6-7=34, 2-11=-19, 6-8=-14 Concentrated Loads (lb) Horz: 18=300(F) 18) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=11, 2-4=16, 4-6=6, 6-7=1, 8-11=-5 Horz: 1-2=-22, 2-4=-27, 4-6=17, 6-7=12, 2-11=7, 6-8=15 Concentrated Loads (lb) Horz: 18=300(F) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=1, 2-4=6, 4-6=16, 6-7=11, 8-11=-5 Horz: 1-2=-12, 2-4=-17, 4-6=27, 6-7=22, 2-11=-15, 6-8=-7 Concentrated Loads (lb) Horz: 18=300(F) 20) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=14, 2-4=8, 4-6=-9, 6-7=-3, 8-11=-10 Horz: 1-2=-34, 2-4=-28, 4-6=11, 6-7=17, 2-11=25, 6-8=8 Concentrated Loads (lb) Horz: 18=300(F) 21) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-3, 2-4=-9, 4-6=8, 6-7=14, 8-11=-10 Horz: 1-2=-17, 2-4=-11, 4-6=28, 6-7=34, 2-11=-8, 6-8=-25 Concentrated Loads (lb) Horz: 18=300(F) 22) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-188, 2-4=-20, 4-6=-20, 6-7=-188, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 23) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-104, 2-13=-104, 4-13=-157, 4-6=-45, 6-7=-45, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 24) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-45, 2-4=-45, 4-16=-157, 6-16=-104, 6-7=-104, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 25) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 26) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-66, 2-4=-70, 4-6=-72, 6-7=-68, 8-11=-10 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 18=300(F) 27) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-68, 2-4=-72, 4-6=-70, 6-7=-66, 8-11=-10 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Continued on page 4 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO LOAD CASE(S) Standard Except: Concentrated Loads (lb) Horz: 18=300(F) 28) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-58, 2-4=-62, 4-6=-75, 6-7=-70, 8-11=-10 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 18=300(F) 29) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-75, 4-6=-62, 6-7=-58, 8-11=-10 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 18=300(F) 30) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-33, 2-4=-37, 4-6=-39, 6-7=-35, 8-11=-10 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 18=300(F) 31) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-35, 2-4=-39, 4-6=-37, 6-7=-33, 8-11=-10 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Concentrated Loads (lb) Horz: 18=300(F) 32) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-25, 2-4=-29, 4-6=-42, 6-7=-37, 8-11=-10 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 18=300(F) 33) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-37, 2-4=-42, 4-6=-29, 6-7=-25, 8-11=-10 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 18=300(F) 34) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=-27, 4-6=-27, 6-7=-27, 8-11=-5 Horz: 1-2=-16, 2-4=16, 4-6=-16, 6-7=-16, 2-11=-16, 6-8=-16 Concentrated Loads (lb) Horz: 18=300(F) 35) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=5, 4-6=5, 6-7=5, 8-11=-5 Horz: 1-2=-16, 2-4=-16, 4-6=16, 6-7=16, 2-11=16, 6-8=16 Concentrated Loads (lb) Horz: 18=300(F) 36) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 37) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-60, 6-7=-60, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 38) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-50, 2-4=-50, 4-6=-20, 6-7=-20, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 39) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-20, 2-4=-20, 4-6=-50, 6-7=-50, 8-11=-10 Concentrated Loads (lb) Horz: 18=300(F) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 Horz: 18=300(F) 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 5 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 Horz: 18=300(F) 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 18=300(F) 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 Horz: 18=300(F) 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 Horz: 18=300(F) 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 Horz: 18=300(F) 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 18=300(F) 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 18=300(F) 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 Horz: 18=300(F) 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Horz: 18=300(F) 50) User defined: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-18(F), 2-4=-18(F), 4-6=-18(F), 6-7=-18(F), 8-11=-10(F) Concentrated Loads (lb) Horz: 18=300(F) 51) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 Horz: 18=300(F) 52) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 Horz: 18=300(F) 53) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 Horz: 18=300(F) 54) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Continued on page 6 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 Horz: 18=300(F) 55) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 Horz: 18=300(F) 56) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 22=-150 Horz: 18=300(F) 57) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 Horz: 18=300(F) 58) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 24=-150 Horz: 18=300(F) 59) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 Horz: 18=300(F) 60) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 Horz: 18=300(F) 61) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 Horz: 18=300(F) 62) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 Horz: 18=300(F) 63) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 18=300(F) 64) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 Horz: 18=300(F) 65) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 18=300(F) 66) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 Horz: 18=300(F) Continued on page 7 Job 11613-A Truss T19 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:13 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-hITdadGrhU2ekFUVsL?5n_NCUGcpkf2_fszeBMyVkBO LOAD CASE(S) 67) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 Horz: 18=300(F) 68) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Horz: 18=300(F) Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN Scale = 1:36.7 T1 T1 B1 W4 W3 W3 W1 W2 W1W2 B2 ST2 ST3ST1 ST2 ST3 ST1 1 2 3 4 5 6 7 11 10 9 8 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 5x6 3x4 3x8 3x5 3x5 4x6 3x5 3x5 4x6 2x4 2x4 8-3-10 8-3-10 16-7-4 8-3-10 -3-3-0 3-3-0 4-3-9 4-3-9 8-3-10 4-0-1 12-3-11 4-0-1 16-7-4 4-3-9 19-10-4 3-3-0 1- 9 - 5 5- 2 - 1 3 1- 9 - 5 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [6:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.70 0.50 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.15 0.02 0.01 (loc) 9-11 9-11 8 9 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 201 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.(lb/size) 11=2701/0-7-4 (min. 0-2-4), 8=2701/0-7-4 (min. 0-2-4) Max Horz11=-342(LC 14) Max Uplift11=-638(LC 16), 8=-638(LC 17) Max Grav11=2905(LC 23), 8=2905(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-28/269, 2-22=-32/312, 3-24=-1787/385, 4-24=-1577/368, 4-25=-1577/368, 5-25=-1787/385, 6-27=-32/312, 7-27=-28/269, 2-11=-1484/401, 6-8=-1483/401 BOT CHORD 11-28=-11/1923, 28-29=-311/1623, 29-30=-311/1623, 30-31=-311/1623, 31-32=-311/1623, 32-33=-311/1623, 10-33=-311/1623, 10-34=-311/1623, 9-34=-311/1623, 9-35=-276/1623, 35-36=-276/1623, 36-37=-276/1623, 37-38=-276/1623, 38-39=-276/1623, 39-40=-276/1623, 40-41=-276/1623, 41-42=-276/1623, 8-42=-276/1623 WEBS 4-9=-118/287, 5-9=-207/263, 3-9=-206/263, 3-11=-2188/413, 5-8=-2189/413 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 8-3-10, Exterior(2R) 8-3-10 to 11-3-10, Interior(1) 11-3-10 to 19-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 7) Unbalanced snow loads have been considered for this design. 8) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 9) All plates are 1x4 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. Continued on page 2 Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN NOTES- 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 638 lb uplift at joint 11 and 638 lb uplift at joint 8. 14) 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. 15) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46 , 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 16) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 17) User moving load cases exist: Review the load cases for details. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 300 lb right at 1-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 19) Studding applied to ply: 1(Front) LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-218, 2-4=-218, 4-6=-218, 6-7=-218, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 2) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-185, 2-4=-185, 4-6=-185, 6-7=-185, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 3) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-155, 2-4=-155, 4-6=-155, 6-7=-155, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 4) Dead + 0.75 Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-4=-180, 4-6=-180, 6-7=-180, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 5) Dead + 0.75 Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180, 2-23=-180, 4-23=-219, 4-6=-136, 6-7=-136, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 6) Dead + 0.75 Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-136, 2-4=-136, 4-26=-219, 6-26=-180, 6-7=-180, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 7) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-95, 2-4=-95, 4-6=-95, 6-7=-95, 8-11=-40 Concentrated Loads (lb) Horz: 28=300(F) 8) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-22=56, 2-22=48, 2-4=29, 4-25=40, 6-25=29, 6-7=24, 8-11=-5 Horz: 1-22=-67, 2-22=-59, 2-4=-40, 4-25=51, 6-25=40, 6-7=35, 2-11=20, 6-8=35 Concentrated Loads (lb) Horz: 28=300(F) 9) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=24, 2-24=29, 4-24=40, 4-6=29, 6-27=48, 7-27=56, 8-11=-5 Horz: 1-2=-35, 2-24=-40, 4-24=-51, 4-6=40, 6-27=59, 7-27=67, 2-11=-35, 6-8=-20 Concentrated Loads (lb) Horz: 28=300(F) 10) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-10, 2-4=-36, 4-6=-36, 6-7=-30, 8-11=-20 Horz: 1-2=-10, 2-4=16, 4-6=-16, 6-7=-10, 2-11=-24, 6-8=-32 Concentrated Loads (lb) Horz: 28=300(F) 11) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-30, 2-4=-36, 4-6=-36, 6-7=-10, 8-11=-20 Horz: 1-2=10, 2-4=16, 4-6=-16, 6-7=10, 2-11=32, 6-8=24 Concentrated Loads (lb) Horz: 28=300(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=49, 2-4=36, 4-6=34, 6-7=28, 8-11=-5 Horz: 1-2=-41, 2-4=-28, 4-6=26, 6-7=20, 2-11=16, 6-8=21 Concentrated Loads (lb) Horz: 28=300(F) Continued on page 3 Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN LOAD CASE(S) Standard Except: 13) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-4=34, 4-6=36, 6-7=49, 8-11=-5 Horz: 1-2=-20, 2-4=-26, 4-6=28, 6-7=41, 2-11=-21, 6-8=-16 Concentrated Loads (lb) Horz: 28=300(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-83, 2-4=-89, 4-6=-91, 6-7=-86, 8-11=-20 Horz: 1-2=-23, 2-4=-17, 4-6=15, 6-7=20, 2-11=27, 6-8=9 Concentrated Loads (lb) Horz: 28=300(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-53, 2-4=-59, 4-6=-56, 6-7=-51, 8-11=-20 Horz: 1-2=-20, 2-4=-15, 4-6=17, 6-7=23, 2-11=-9, 6-8=-27 Concentrated Loads (lb) Horz: 28=300(F) 16) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=58, 2-4=63, 4-6=46, 6-7=41, 8-11=-5 Horz: 1-2=-34, 2-4=-39, 4-6=22, 6-7=17, 2-11=14, 6-8=19 Concentrated Loads (lb) Horz: 28=300(F) 17) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=41, 2-4=46, 4-6=63, 6-7=58, 8-11=-5 Horz: 1-2=-17, 2-4=-22, 4-6=39, 6-7=34, 2-11=-19, 6-8=-14 Concentrated Loads (lb) Horz: 28=300(F) 18) Dead + 0.6 MWFRS Wind (Pos. Internal) 3rd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=28, 2-4=33, 4-6=23, 6-7=18, 8-11=-5 Horz: 1-2=-22, 2-4=-27, 4-6=17, 6-7=12, 2-11=7, 6-8=15 Concentrated Loads (lb) Horz: 28=300(F) 19) Dead + 0.6 MWFRS Wind (Pos. Internal) 4th Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=18, 2-4=23, 4-6=33, 6-7=28, 8-11=-5 Horz: 1-2=-12, 2-4=-17, 4-6=27, 6-7=22, 2-11=-15, 6-8=-7 Concentrated Loads (lb) Horz: 28=300(F) 20) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-69, 2-4=-74, 4-6=-91, 6-7=-86, 8-11=-20 Horz: 1-2=-34, 2-4=-28, 4-6=11, 6-7=17, 2-11=25, 6-8=8 Concentrated Loads (lb) Horz: 28=300(F) 21) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-57, 2-4=-62, 4-6=-45, 6-7=-40, 8-11=-20 Horz: 1-2=-17, 2-4=-11, 4-6=28, 6-7=34, 2-11=-8, 6-8=-25 Concentrated Loads (lb) Horz: 28=300(F) 22) Dead + Snow on Overhangs: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-233, 2-4=-65, 4-6=-65, 6-7=-233, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 23) Dead + Snow (Unbal. Left): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-218, 2-23=-218, 4-23=-271, 4-6=-159, 6-7=-159, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 24) Dead + Snow (Unbal. Right): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-159, 2-4=-159, 4-26=-271, 6-26=-218, 6-7=-218, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 25) Dead: Lumber Increase=0.90, Plate Increase=0.90 Plt. metal=0.90 Uniform Loads (plf) Vert: 1-2=-65, 2-4=-65, 4-6=-65, 6-7=-65, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 26) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 4 Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-194, 2-4=-198, 4-6=-199, 6-7=-195, 8-11=-20 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 28=300(F) 27) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-171, 2-4=-175, 4-6=-173, 6-7=-169, 8-11=-20 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Concentrated Loads (lb) Horz: 28=300(F) 28) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-182, 2-4=-187, 4-6=-199, 6-7=-195, 8-11=-20 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 28=300(F) 29) Dead + 0.75 Snow (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-174, 2-4=-178, 4-6=-165, 6-7=-161, 8-11=-20 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 28=300(F) 30) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-169, 2-4=-173, 4-6=-175, 6-7=-170, 8-11=-20 Horz: 1-2=-17, 2-4=-13, 4-6=11, 6-7=15, 2-11=21, 6-8=7 Concentrated Loads (lb) Horz: 28=300(F) 31) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-146, 2-4=-150, 4-6=-149, 6-7=-144, 8-11=-20 Horz: 1-2=-15, 2-4=-11, 4-6=13, 6-7=17, 2-11=-7, 6-8=-21 Concentrated Loads (lb) Horz: 28=300(F) 32) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-158, 2-4=-162, 4-6=-175, 6-7=-170, 8-11=-20 Horz: 1-2=-25, 2-4=-21, 4-6=8, 6-7=13, 2-11=19, 6-8=6 Concentrated Loads (lb) Horz: 28=300(F) 33) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-149, 2-4=-153, 4-6=-140, 6-7=-136, 8-11=-20 Horz: 1-2=-13, 2-4=-8, 4-6=21, 6-7=25, 2-11=-6, 6-8=-19 Concentrated Loads (lb) Horz: 28=300(F) 34) Dead + 0.6 C-C Wind Min. Down: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=-27, 4-6=-27, 6-7=-27, 8-11=-5 Horz: 1-2=-16, 2-4=16, 4-6=-16, 6-7=-16, 2-11=-16, 6-8=-16 Concentrated Loads (lb) Horz: 28=300(F) 35) Dead + 0.6 C-C Wind Min. Upward: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=5, 2-4=5, 4-6=5, 6-7=5, 8-11=-5 Horz: 1-2=-16, 2-4=-16, 4-6=16, 6-7=16, 2-11=16, 6-8=16 Concentrated Loads (lb) Horz: 28=300(F) 36) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-185, 2-4=-185, 4-6=-125, 6-7=-125, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 37) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-125, 2-4=-125, 4-6=-185, 6-7=-185, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 38) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-155, 2-4=-155, 4-6=-110, 6-7=-110, 8-11=-20 Concentrated Loads (lb) Horz: 28=300(F) 39) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-110, 2-4=-110, 4-6=-155, 6-7=-155, 8-11=-20 Continued on page 5 Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN LOAD CASE(S) Standard Except: Concentrated Loads (lb) Horz: 28=300(F) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 Horz: 28=300(F) 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 Horz: 28=300(F) 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 Horz: 28=300(F) 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 Horz: 28=300(F) 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 Horz: 28=300(F) 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 Horz: 28=300(F) 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 33=-150 Horz: 28=300(F) 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 34=-150 Horz: 28=300(F) 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 Horz: 28=300(F) 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 35=-150 Horz: 28=300(F) 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 36=-150 Horz: 28=300(F) 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 37=-150 Horz: 28=300(F) 52) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Continued on page 6 Job 11613-A Truss T20 Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:14 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-9U1?nzHUSnAVLP3hQ3WKKBwOsf00T6l8tVjCjoyVkBN LOAD CASE(S) Concentrated Loads (lb) Vert: 38=-150 Horz: 28=300(F) 53) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 39=-150 Horz: 28=300(F) 54) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 40=-150 Horz: 28=300(F) 55) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 41=-150 Horz: 28=300(F) 56) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 42=-150 Horz: 28=300(F) 57) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-180(F=-66), 2-4=-180(F=-66), 4-6=-180(F=-66), 6-7=-180(F=-66), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Horz: 28=300(F) Job 11613-A Truss T21 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:15 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-dgbN?JI6D5IMzZetzm1ZsPTU93ICCYzH69SlFEyVkBM Scale = 1:36.7 T1 T1 B1 W4 W3W3 W1 W2 W1 W2 B2 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 5x6 3x5 3x8 3x5 3x5 5x10 MT18HS 6x8 6x8 5x10 MT18HS 8-3-10 8-3-10 16-7-4 8-3-10 -3-3-0 3-3-0 4-3-9 4-3-9 8-3-10 4-0-1 12-3-11 4-0-1 16-7-4 4-3-9 19-10-4 3-3-0 1- 9 - 5 5- 2 - 1 3 1- 9 - 5 5.00 12 Plate Offsets (X,Y)-- [2:0-5-0,0-1-12], [6:0-5-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.99 0.76 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.28 0.02 0.01 (loc) 8-9 9-11 8 9 l/defl >999 >710 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 95 lb FT = 20% GRIP 185/144 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 11=1374/0-7-4 (min. 0-2-8), 8=1374/0-7-4 (min. 0-2-8) Max Horz11=42(LC 15) Max Uplift11=-231(LC 16), 8=-231(LC 17) Max Grav11=1578(LC 23), 8=1578(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=0/252, 3-14=-982/222, 4-14=-855/235, 4-15=-855/235, 5-15=-982/222, 6-17=0/252, 2-11=-880/347, 6-8=-880/347 BOT CHORD 11-18=-135/939, 18-19=-135/939, 19-20=-135/939, 20-21=-135/939, 21-22=-135/939, 22-23=-135/939, 10-23=-135/939, 10-24=-135/939, 9-24=-135/939, 9-25=-135/939, 25-26=-135/939, 26-27=-135/939, 27-28=-135/939, 28-29=-135/939, 29-30=-135/939, 30-31=-135/939, 31-32=-135/939, 8-32=-135/939 WEBS 4-9=-127/271, 5-9=-185/271, 3-9=-185/271, 3-11=-1216/161, 5-8=-1216/161 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 8-3-10, Exterior(2R) 8-3-10 to 11-3-10, Interior(1) 11-3-10 to 19-11-5 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 231 lb uplift at joint 11 and 231 lb uplift at joint 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. 11) Load case(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details.Continued on page 2 Job 11613-A Truss T21 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:15 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-dgbN?JI6D5IMzZetzm1ZsPTU93ICCYzH69SlFEyVkBM NOTES- 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-66(F), 2-4=-66(F), 4-6=-66(F), 6-7=-66(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 11=-150 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 18=-150 52) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 19=-150 53) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 20=-150 54) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 21=-150 Continued on page 3 Job 11613-A Truss T21 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:15 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-dgbN?JI6D5IMzZetzm1ZsPTU93ICCYzH69SlFEyVkBM LOAD CASE(S) 55) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 22=-150 56) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 23=-150 57) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 24=-150 58) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 9=-150 59) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 25=-150 60) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 26=-150 61) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 27=-150 62) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 28=-150 63) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 29=-150 64) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 30=-150 65) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 31=-150 66) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 32=-150 67) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-76(F), 2-4=-76(F), 4-6=-76(F), 6-7=-76(F), 8-11=-10(F) Concentrated Loads (lb) Vert: 8=-150 Job 11613-A Truss T23 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:16 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-5t8lCfIkzPQDbiD4XUYoPc?hCTkJx7RRLpCIogyVkBL Scale = 1:35.4 T1 T1 B1 W3 W1 W2 W1 W2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2x6 2x6 5x8 3x8 6x8 6x8 5-6-8 5-6-8 11-1-0 5-6-8 -3-3-0 3-3-0 5-6-8 5-6-8 11-1-0 5-6-8 14-4-0 3-3-0 3- 7 - 8 5- 1 1 - 3 3- 7 - 8 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.84 0.38 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.08 -0.00 0.00 (loc) 6-7 7-8 6 7-8 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 74 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=853/0-5-4 (min. 0-1-11), 6=853/0-5-4 (min. 0-1-11) Max Horz8=-113(LC 14) Max Uplift8=-190(LC 12), 6=-190(LC 13) Max Grav8=1094(LC 23), 6=1094(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-396/161, 3-11=-269/182, 3-12=-269/182, 4-12=-396/161, 2-8=-1071/447, 4-6=-1071/447 WEBS 2-7=-82/307, 4-7=-82/307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 5-6-8, Exterior(2R) 5-6-8 to 8-6-8, Interior(1) 8-6-8 to 14-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 190 lb uplift at joint 8 and 190 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss T23 Truss Type COMMON Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:16 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-5t8lCfIkzPQDbiD4XUYoPc?hCTkJx7RRLpCIogyVkBL LOAD CASE(S) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 20=-150 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 21=-150 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 22=-150 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 23=-150 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 24=-150 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss T24 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:17 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-Z3i8P_JMkiY4CsnG5B31xqYsxt4agaYaaTxsK7yVkBK Scale = 1:33.3 T1 T1 B1 W3 W1 W2 W1 W2 1 2 3 4 5 8 7 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2x6 2x6 5x6 3x8 6x8 6x8 5-6-8 5-6-8 11-1-0 5-6-8 -3-3-0 3-3-0 5-6-8 5-6-8 11-1-0 5-6-8 14-4-0 3-3-0 3- 1 - 9 5- 5 - 4 3- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-1-12], [4:0-3-0,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.84 0.38 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.08 0.00 0.00 (loc) 6-7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 Weight: 72 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 8=853/0-5-4 (min. 0-1-11), 6=853/0-5-4 (min. 0-1-11) Max Horz8=-95(LC 14) Max Uplift8=-187(LC 12), 6=-187(LC 13) Max Grav8=1094(LC 23), 6=1094(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-422/158, 3-11=-296/178, 3-12=-296/178, 4-12=-422/158, 2-8=-1071/440, 4-6=-1071/440 WEBS 2-7=-72/328, 4-7=-72/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 5-6-8, Exterior(2R) 5-6-8 to 8-6-8, Interior(1) 8-6-8 to 14-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 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 187 lb uplift at joint 8 and 187 lb uplift at joint 6. 9) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Load case(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 12) User moving load cases exist: Review the load cases for details. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: Continued on page 2 Job 11613-A Truss T24 Truss Type COMMON Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:17 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-Z3i8P_JMkiY4CsnG5B31xqYsxt4agaYaaTxsK7yVkBK LOAD CASE(S) 40) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 8=-150 41) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 15=-150 42) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 16=-150 43) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 17=-150 44) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 18=-150 45) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 19=-150 46) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 20=-150 47) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 21=-150 48) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 22=-150 49) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 23=-150 50) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 24=-150 51) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-90(F), 2-3=-90(F), 3-4=-90(F), 4-5=-90(F), 6-8=-10(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss T24A Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:18 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-1FGWdKK_V0gxq0MSfvbGU143bGSbP28jo7hPsZyVkBJ Scale = 1:33.3 T1 T1 B1 W3 W1 W2 W1 W2 ST3 ST4 ST1 ST2 ST3 ST4 ST1 ST2 1 2 3 4 5 8 7 6 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 2x6 2x6 5x6 3x8 4x4 4x4 2x4 2x4 2x4 2x4 5-6-8 5-6-8 11-1-0 5-6-8 -3-3-0 3-3-0 5-6-8 5-6-8 11-1-0 5-6-8 14-4-0 3-3-0 3- 1 - 9 5- 5 - 4 3- 1 - 9 5.00 12 Plate Offsets (X,Y)-- [2:0-1-0,0-1-12], [4:0-1-0,0-1-12], [9:0-1-14,0-0-8], [12:0-1-14,0-0-8], [17:0-1-14,0-0-8], [20:0-1-14,0-0-8] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IRC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.66 0.20 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.05 0.00 0.00 (loc) 6-7 7-8 6 7 l/defl >999 >999 n/a >999 L/d 240 240 n/a 360 PLATES MT20 Weight: 159 lb FT = 20% GRIP 185/144 LUMBER- TOP CHORD 2x6 HF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud OTHERS 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS.(lb/size) 8=1919/0-5-4 (min. 0-1-11), 6=1919/0-5-4 (min. 0-1-11) Max Horz8=-95(LC 14) Max Uplift8=-399(LC 16), 6=-399(LC 17) Max Grav8=2160(LC 23), 6=2160(LC 24) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 21-22=-44/259, 2-22=-51/306, 2-23=-830/317, 3-23=-491/261, 3-24=-491/261, 4-24=-830/317, 4-25=-51/306, 25-26=-44/259, 2-8=-2115/873, 4-6=-2115/873 WEBS 3-7=-374/122, 2-7=-150/545, 4-7=-151/545 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 1-0-0 oc, 2x4 - 1 row at 1-0-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 1-0-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) -3-4-1 to -0-4-1, Interior(1) -0-4-1 to 5-6-8, Exterior(2R) 5-6-8 to 8-6-8, Interior(1) 8-6-8 to 14-5-1 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 5) 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. 6) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 7) Unbalanced snow loads have been considered for this design. 8) 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. 9) All plates are 1x4 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. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 8 and 399 lb uplift at joint 6. Continued on page 2 Job 11613-A Truss T24A Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:18 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-1FGWdKK_V0gxq0MSfvbGU143bGSbP28jo7hPsZyVkBJ NOTES- 14) 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. 15) Load case(s) 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 16) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 17) User moving load cases exist: Review the load cases for details. 18) Studding applied to ply: 1(Front) LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-204(F=-114), 2-3=-204(F=-114), 3-4=-204(F=-114), 4-5=-204(F=-114), 6-8=-20 40) 1st User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 8=-150 41) 2nd User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 27=-150 42) 3rd User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 28=-150 43) 4th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 29=-150 44) 5th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 30=-150 45) 6th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 31=-150 46) 7th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 32=-150 47) 8th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 33=-150 48) 9th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 34=-150 49) 10th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 35=-150 50) 11th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Continued on page 3 Job 11613-A Truss T24A Truss Type GABLE Qty 1 Ply 2 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:19 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:S9IYciYLYYrTbzQzSObu8FyKyVj-VRquqgLcGKooSAxfCc6V1FdELgoq8VOt1nQzO?yVkBI LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 36=-150 51) 12th User Defined Moving Load - Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-147(F), 2-3=-151(F), 3-4=-164(F), 4-5=-160(F), 6-8=-20(F) Horz: 1-2=-25(F), 2-3=-21(F), 3-4=8(F), 4-5=13(F), 2-8=19(F), 4-6=6(F) Concentrated Loads (lb) Vert: 6=-150 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:20 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-zeOG20LF1dwf3KWrmKdkZSAMc406tnX0GRAWxSyVkBH Scale = 1:79.1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W6 W5 W4 W8W1 W2 W10 O2 T1 T5 B1B2 B3 B4W9 O1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 46 47 4849 5051 52 53 54 55 56 57 58 59 60 61 62 63 64 65 666768 6970 3x8 5x10 5x10 4x8 5x10 WB3x4 4x8 3x4 3x8 3x5 3x4 4x4 4x6 7x10 MT18HS 6x14 1.5x4 10x10 5x10 MT18HS 2x4 5x6 4x12 10-1-12 10-1-12 20-0-0 9-10-4 23-10-0 3-10-0 33-8-4 9-10-4 43-10-0 10-1-12 6-10-5 6-10-5 13-5-3 6-6-13 20-0-0 6-6-13 23-10-0 3-10-0 30-4-13 6-6-13 36-11-11 6-6-13 43-10-0 6-10-5 2- 3 - 4 10 - 7 - 4 0- 1 0 - 1 1- 5 - 3 10 - 7 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-1-12], [6:0-6-0,0-1-12], [8:0-4-0,Edge], [11:0-3-12,0-2-4], [12:0-8-12,0-2-4], [15:0-2-2,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.88 0.71 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.69 0.15 0.10 (loc) 15-17 15-17 11 18-20 l/defl >999 >756 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 236 lb FT = 20% GRIP 185/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3: 2x4 SPF No.2, T5: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2, B4: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W5,W6,W7: 2x4 SPF No.2, W2,W9: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud WEDGE Right: 2x6 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-4 max.): 5-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 4-18, 6-18, 7-17, 7-15, 2-21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 21=2173/0-5-8 (min. 0-4-0), 11=2205/0-5-8 (min. 0-3-13) Max Horz21=-126(LC 21) Max Uplift21=-395(LC 16), 11=-378(LC 17) Max Grav21=3142(LC 107), 11=2988(LC 107) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-252/89, 2-23=-4275/568, 3-23=-3948/590, 3-4=-3942/593, 4-24=-3605/543, 5-24=-3396/561, 5-25=-3121/550, 6-25=-3121/550, 6-26=-3392/561, 7-26=-3600/536, 7-8=-3922/597, 8-9=-4270/571, 9-10=-5241/691, 10-27=-5305/672, 27-28=-5396/667, 11-28=-5409/658, 1-21=-355/105 BOT CHORD 21-29=-575/3706, 29-30=-575/3706, 30-31=-575/3706, 31-32=-575/3706, 32-33=-575/3706, 33-34=-575/3706, 34-35=-575/3706, 35-36=-575/3706, 36-37=-575/3706, 20-37=-575/3706, 20-38=-498/3783, 38-39=-498/3783, 39-40=-498/3783, 19-40=-498/3783, 19-41=-498/3783, 41-42=-498/3783, 42-43=-498/3783, 43-44=-498/3783, 44-45=-498/3783, 45-46=-498/3783, 18-46=-498/3783, 18-47=-280/3118, 47-48=-280/3118, 48-49=-280/3118, 49-50=-280/3118, 17-50=-280/3118, 17-51=-387/3760, 51-52=-387/3760, 52-53=-387/3760, 53-54=-387/3760, 16-54=-387/3760, 16-55=-387/3760, 55-56=-387/3760, 56-57=-387/3760, 57-58=-387/3760, 15-58=-387/3760, 15-59=-48/373, 59-60=-48/373, 60-61=-48/373, 61-62=-48/373, 62-63=-48/373, 14-63=-48/373, 12-67=-585/4940, 67-68=-585/4940, 68-69=-583/4941, 69-70=-583/4944, 11-70=-583/4944 WEBS 2-20=0/371, 4-18=-1004/266, 5-18=-130/871, 6-18=-404/408, 6-17=-166/881, 7-17=-974/268, 9-15=-1165/242, 2-21=-4417/529, 9-12=-91/739, 12-15=-475/4166 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 20-0-0, Exterior(2E) 20-0-0 to 23-10-0, Exterior(2R) 23-10-0 to 28-0-15, Interior(1) 28-0-15 to 43-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. Continued on page 2 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:21 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-SqyeFMMtox2VhU51K18z6giXMULLcEnAU5v3TuyVkBG NOTES- 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, with BCDL = 5.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 21 and 378 lb uplift at joint 11. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99 , 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 57) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 58) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 29=-150 59) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 30=-150 60) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 31=-150 61) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 32=-150 62) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 33=-150 63) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 34=-150 64) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 35=-150 65) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 36=-150 66) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 37=-150 67) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 20=-150 68) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 38=-150 69) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Continued on page 3 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:21 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-SqyeFMMtox2VhU51K18z6giXMULLcEnAU5v3TuyVkBG LOAD CASE(S) Concentrated Loads (lb) Vert: 39=-150 70) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 40=-150 71) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 19=-150 72) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 41=-150 73) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 42=-150 74) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 44=-150 75) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 45=-150 76) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 46=-150 77) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 18=-150 78) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 47=-150 79) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 49=-150 80) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 50=-150 81) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 17=-150 82) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 51=-150 83) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 52=-150 84) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 53=-150 Continued on page 4 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:21 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-SqyeFMMtox2VhU51K18z6giXMULLcEnAU5v3TuyVkBG LOAD CASE(S) 85) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 54=-150 86) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 16=-150 87) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 55=-150 88) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 56=-150 89) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 57=-150 90) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 58=-150 91) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 15=-150 92) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 59=-150 93) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 60=-150 94) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 61=-150 95) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 62=-150 96) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 63=-150 97) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 64=-150 98) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 65=-150 99) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 66=-150 100) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Continued on page 5 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:21 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-SqyeFMMtox2VhU51K18z6giXMULLcEnAU5v3TuyVkBG LOAD CASE(S) Concentrated Loads (lb) Vert: 13=-150 101) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-6=-66(F), 6-28=-66(F), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 11=-150 102) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-28=-41(F=-20), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 103) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 27-28=-90(F=-20), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 104) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-28=-41(F=-20), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 105) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 27-28=-90(F=-20), 11-28=-20(F), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 106) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 107) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 108) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 109) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 110) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 111) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 112) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 113) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 114) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 115) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 Continued on page 6 Job 11613-A Truss TT1 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:21 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-SqyeFMMtox2VhU51K18z6giXMULLcEnAU5v3TuyVkBG LOAD CASE(S) 116) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-6=-144(F=-20), 6-11=-41(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 117) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-22=-90(F=-20), 5-22=-144(F=-20), 5-6=-41(F=-20), 6-27=-144(F=-20), 11-27=-90(F=-20), 14-21=-10(F), 12-70=-10(F) Concentrated Loads (lb) Vert: 21=-150 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE Scale = 1:79.1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W7 W6 W5 W4 W8W1 W2 O2 T1 T5 B1B2 B3 W11 W9 W10 O1 O1 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 23 24 25 26 2728 29 30 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 4647 48 49 5051 52 53 54 55 56 57 5859 60 6162 63 64 65 66 67 68 69 70 71 72 737475 7677 3x6 5x8 5x8 4x8 5x8 WB3x4 4x8 3x4 3x8 3x4 3x8 3x4 4x4 4x6 7x10 MT18HS 1.5x4 10x10 5x8 WB 2x4 1.5x4 6x12 4x12 9-1-12 9-1-12 18-0-0 8-10-4 25-10-0 7-10-0 34-8-4 8-10-4 39-10-0 5-1-12 43-10-0 4-0-0 6-2-5 6-2-5 12-1-3 5-10-13 18-0-0 5-10-13 21-11-0 3-11-0 25-10-0 3-11-0 31-8-13 5-10-13 37-7-11 5-10-13 39-10-0 2-2-5 43-10-0 4-0-0 2- 3 - 4 9- 9 - 4 0- 1 0 - 1 1- 5 - 3 9- 9 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-2-4], [7:0-5-0,0-2-4], [9:0-4-0,Edge], [12:0-3-12,0-2-4], [16:0-1-15,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.97 0.64 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.54 0.13 0.10 (loc) 16-18 16-18 12 19-21 l/defl >999 >972 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 185/144 197/144 LUMBER- TOP CHORD 2x4 SPF 2100F 1.8E *Except* T3,T1: 2x4 SPF No.2, T5: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x6 DF 2400F 2.0E WEBS 2x4 SPF Stud *Except* W2: 2x4 SPF No.2, W9: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud *Except* O2: 2x4 SPF 2100F 1.8E WEDGE Right: 2x6 HF No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc purlins (3-1-2 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-19, 6-19, 6-18, 8-18 2 Rows at 1/3 pts 2-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 22=2173/0-5-8 (min. 0-3-14), 12=2204/0-5-8 (min. 0-2-15) Max Horz22=-112(LC 21) Max Uplift22=-398(LC 16), 12=-382(LC 17) Max Grav22=3054(LC 109), 12=2935(LC 109) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-274/77, 2-3=-3941/569, 3-4=-3642/592, 4-25=-3407/548, 25-26=-3221/559, 5-26=-3211/570, 5-27=-2982/558, 6-27=-2982/558, 6-28=-2978/550, 7-28=-2978/550, 7-29=-3205/569, 29-30=-3216/557, 8-30=-3401/546, 8-9=-3615/593, 9-10=-3937/573, 10-11=-5141/719, 11-31=-5179/697, 31-32=-5205/692, 32-33=-5318/684, 12-33=-5330/682, 1-22=-401/95 BOT CHORD 22-34=-554/3377, 34-35=-554/3377, 35-36=-554/3377, 36-37=-554/3377, 37-38=-554/3377, 38-39=-554/3377, 39-40=-554/3377, 40-41=-554/3377, 21-41=-554/3377, 21-42=-510/3519, 42-43=-510/3519, 43-44=-510/3519, 44-45=-510/3519, 45-46=-510/3519, 20-46=-510/3519, 20-47=-510/3519, 47-48=-510/3519, 48-49=-510/3519, 49-50=-510/3519, 19-50=-510/3519, 19-51=-341/2995, 51-52=-341/2995, 52-53=-341/2995, 53-54=-341/2995, 54-55=-341/2995, 55-56=-341/2995, 56-57=-341/2995, 57-58=-341/2995, 18-58=-341/2995, 18-59=-399/3501, 59-60=-399/3501, 60-61=-399/3501, 17-61=-399/3501, 17-62=-399/3501, 62-63=-399/3501, 63-64=-399/3501, 64-65=-399/3501, 65-66=-399/3501, 16-66=-399/3501, 13-74=-605/4826, 74-75=-605/4828, 75-76=-604/4829, 76-77=-603/4831, 12-77=-603/4831 WEBS 2-21=-0/463, 4-19=-840/224, 5-19=-131/830, 6-19=-503/269, 6-18=-508/266, 7-18=-129/825, 8-18=-818/224, 10-16=-1273/243, 2-22=-4071/532, 13-16=-536/4254, 10-13=-132/1056 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 18-0-0, Exterior(2R) 18-0-0 to 22-2-15, Interior(1) 22-2-15 to 25-10-0, Exterior(2R) 25-10-0 to 30-0-15, Interior(1) 30-0-15 to 43-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 Continued on page 2 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE NOTES- 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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, with BCDL = 5.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 22 and 382 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99 , 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 57) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 58) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 34=-150 59) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 35=-150 60) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 36=-150 61) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 37=-150 62) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 38=-150 63) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 39=-150 64) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 40=-150 65) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 41=-150 66) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 21=-150 67) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 42=-150 68) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 44=-150 Continued on page 3 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE LOAD CASE(S) 69) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 45=-150 70) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 46=-150 71) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 20=-150 72) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 48=-150 73) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 49=-150 74) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 50=-150 75) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 19=-150 76) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 51=-150 77) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 53=-150 78) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 54=-150 79) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 55=-150 80) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 56=-150 81) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 57=-150 82) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 58=-150 83) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 59=-150 84) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Continued on page 4 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE LOAD CASE(S) Concentrated Loads (lb) Vert: 60=-150 85) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 61=-150 86) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 17=-150 87) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 62=-150 88) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 63=-150 89) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 64=-150 90) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 65=-150 91) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 66=-150 92) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 16=-150 93) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 67=-150 94) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 68=-150 95) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 69=-150 96) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 70=-150 97) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 71=-150 98) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 72=-150 99) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 73=-150 Continued on page 5 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE LOAD CASE(S) 100) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 14=-150 101) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-33=-66(F), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 12=-150 102) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-33=-41(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 103) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 32-33=-90(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 104) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-33=-41(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 105) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 32-33=-90(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 106) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-33=-41(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 107) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 32-33=-90(F=-20), 12-33=-20(F), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 108) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 109) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 110) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 111) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 112) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 113) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 114) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 115) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Continued on page 6 Job 11613-A Truss TT2 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:23 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OD4Pg2O7KYJDwnFQRSARB5orOH3w46HTyPOAXmyVkBE LOAD CASE(S) Concentrated Loads (lb) Vert: 22=-150 116) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 117) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 118) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 119) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-23=-90(F=-20), 5-23=-144(F=-20), 5-7=-41(F=-20), 7-32=-144(F=-20), 12-32=-90(F=-20), 14-22=-10(F), 13-77=-10(F) Concentrated Loads (lb) Vert: 22=-150 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:25 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KbB95kPNsAZxA5PoZtDvGWtDV5jHY?ClPjtHcfyVkBC Scale = 1:79.1 T2 T3 T4 B1 W3 W4 W5 W6 W7 W8 W7 W6 W5 W4 W9W1 W2 O1 T1 T5 B1B2 B3 B4 W10 HW2 W11 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4243 44 45 46 4748 4950 51 52 53 54 55 56 5758 5960 61 62 63 64 65 66 67 68 69 70 71 7273747576 3x6 5x8 4x8 4x6 3x4 4x6 3x4 3x4 3x8 5x8 1.5x4 3x4 3x4 4x4 4x4 7x10 MT18HS 1.5x4 4x6 2x4 5x6 8x12 4x12 12x12 8-1-12 8-1-12 16-0-0 7-10-4 21-11-0 5-11-0 27-10-0 5-11-0 35-8-4 7-10-4 43-3-0 7-6-12 43-10-0 0-7-0 5-6-5 5-6-5 10-9-3 5-2-13 16-0-0 5-2-13 21-11-0 5-11-0 27-10-0 5-11-0 33-0-13 5-2-13 38-3-11 5-2-13 43-10-0 5-6-5 2- 3 - 4 8- 1 1 - 4 0- 1 0 - 1 1- 5 - 3 8- 1 1 - 4 5.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-2-4], [7:0-5-0,0-2-4], [9:0-4-0,Edge], [12:0-4-11,0-3-12], [16:0-1-15,0-1-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.87 0.71 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.43 0.12 0.11 (loc) 16-18 16-18 12 19 l/defl >999 >999 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT18HS Weight: 238 lb FT = 20% GRIP 185/144 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 *Except* T3: 2x4 SPF 2100F 1.8E, T5: 2x6 HF No.2 BOT CHORD 2x4 SPF 2100F 1.8E *Except* B3: 2x4 SPF No.2, B4: 2x8 DF SS WEBS 2x4 SPF Stud *Except* W6,W7,W8,W2,W10: 2x4 SPF No.2 OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): 5-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-20, 5-19, 6-19, 7-19, 8-18, 2-23 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 23=2173/0-5-8 (min. 0-3-11), 12=2205/0-5-8 (min. 0-2-15) Max Horz23=-98(LC 21) Max Uplift23=-401(LC 16), 12=-384(LC 17) Max Grav23=2893(LC 109), 12=2736(LC 109) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24=-250/78, 2-3=-3557/565, 3-4=-3291/585, 4-26=-3218/560, 5-26=-3090/580, 5-27=-2962/596, 27-28=-2962/596, 6-28=-2962/596, 6-29=-2962/596, 29-30=-2962/596, 7-30=-2962/596, 7-31=-3088/576, 8-31=-3215/556, 8-9=-3274/585, 9-10=-3538/566, 10-11=-4658/703, 11-32=-4703/697, 32-33=-4722/696, 33-34=-4870/693, 12-34=-4889/683, 1-23=-392/83 BOT CHORD 23-35=-530/2995, 35-36=-530/2995, 36-37=-530/2995, 37-38=-530/2995, 38-39=-530/2995, 39-40=-530/2995, 40-41=-530/2995, 22-41=-530/2995, 22-42=-517/3216, 42-43=-517/3216, 43-44=-517/3216, 44-45=-517/3216, 45-46=-517/3216, 46-47=-517/3216, 47-48=-517/3216, 21-48=-517/3216, 21-49=-517/3216, 20-49=-517/3216, 20-50=-408/2839, 50-51=-408/2839, 51-52=-408/2839, 52-53=-408/2839, 53-54=-408/2839, 19-54=-408/2839, 19-55=-342/2837, 55-56=-342/2837, 56-57=-342/2837, 57-58=-342/2837, 58-59=-342/2837, 59-60=-342/2837, 18-60=-342/2837, 17-18=-404/3190, 17-61=-404/3190, 61-62=-404/3190, 62-63=-404/3190, 63-64=-404/3190, 64-65=-404/3190, 65-66=-404/3190, 16-66=-404/3190, 16-67=-54/363, 67-68=-54/363, 68-69=-54/363, 15-69=-54/363, 13-73=-606/4403, 73-74=-606/4403, 74-75=-605/4404, 75-76=-604/4407, 12-76=-604/4407 WEBS 2-22=-16/566, 4-22=-357/62, 4-20=-650/173, 5-20=-103/644, 5-19=-160/682, 6-19=-998/191, 7-19=-165/688, 7-18=-98/638, 8-18=-623/172, 8-16=-371/68, 10-16=-1429/260, 2-23=-3696/534, 13-16=-519/3790, 10-13=-137/1158 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Exterior(2E) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 16-0-0, Exterior(2R) 16-0-0 to 20-2-15, Interior(1) 20-2-15 to 27-10-0, Exterior(2R) 27-10-0 to 32-0-15, Interior(1) 32-0-15 to 43-6-14 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 Continued on page 2 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:25 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KbB95kPNsAZxA5PoZtDvGWtDV5jHY?ClPjtHcfyVkBC NOTES- 3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Unbalanced snow loads have been considered for this design. 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, with BCDL = 5.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at joint 23 and 384 lb uplift at joint 12. 10) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Load case(s) 57, 58, 59, 60, 61, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 87, 88, 89, 90, 91, 92, 93, 94, 95, 96, 97, 98, 99 , 100, 101, 102, 103, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 12) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 13) User moving load cases exist: Review the load cases for details. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Except: 57) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 58) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 35=-150 59) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 36=-150 60) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 37=-150 61) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 38=-150 62) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 39=-150 63) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 40=-150 64) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 41=-150 65) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 22=-150 66) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 42=-150 67) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 44=-150 68) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 45=-150 Continued on page 3 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:25 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KbB95kPNsAZxA5PoZtDvGWtDV5jHY?ClPjtHcfyVkBC LOAD CASE(S) 69) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 46=-150 70) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 48=-150 71) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 21=-150 72) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 49=-150 73) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 20=-150 74) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 50=-150 75) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 51=-150 76) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 52=-150 77) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 53=-150 78) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 54=-150 79) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 19=-150 80) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 55=-150 81) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 56=-150 82) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 58=-150 83) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 59=-150 84) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Continued on page 4 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:25 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KbB95kPNsAZxA5PoZtDvGWtDV5jHY?ClPjtHcfyVkBC LOAD CASE(S) Concentrated Loads (lb) Vert: 60=-150 85) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 18=-150 86) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 17=-150 87) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 61=-150 88) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 62=-150 89) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 63=-150 90) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 64=-150 91) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 65=-150 92) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 66=-150 93) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 16=-150 94) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 67=-150 95) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 68=-150 96) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 69=-150 97) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 70=-150 98) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 71=-150 99) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 72=-150 Continued on page 5 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:25 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-KbB95kPNsAZxA5PoZtDvGWtDV5jHY?ClPjtHcfyVkBC LOAD CASE(S) 100) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 14=-150 101) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-66(F), 5-7=-66(F), 7-34=-66(F), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 12=-150 102) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-34=-41(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 103) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-34=-144(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 104) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-34=-41(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 105) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-34=-144(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 106) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-34=-41(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 107) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-34=-144(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 108) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 109) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 110) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-34=-41(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 111) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-34=-144(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 112) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-34=-41(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 113) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-34=-144(F=-20), 12-34=-20(F), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 114) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 115) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Continued on page 6 Job 11613-A Truss TT3 Truss Type HIP Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:26 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-oolXI3Q?dThonFz?6ak8pjQOFV3WHSSveNdq85yVkBB LOAD CASE(S) Concentrated Loads (lb) Vert: 23=-150 116) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 117) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 118) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 119) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 120) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 121) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 122) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 123) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 124) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 125) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 126) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-41(F=-20), 5-7=-144(F=-20), 7-12=-41(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 127) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-144(F=-20), 5-7=-41(F=-20), 7-12=-144(F=-20), 15-23=-10(F), 13-76=-10(F) Concentrated Loads (lb) Vert: 23=-150 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 Scale = 1:77.7 T1 T2 T1 B1 W3 W4 W5 W6 W7 W6 W5 W4 W3W1W2 O1 B1B2 W10 B3 W9 W8 HW2 1 2 3 4 5 6 7 8 19 18 17 16 15 14 13 12 11 10 9 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4041 42 4344 45 4647 48 49 5051 525354 5556 57 58 59 60 61 62 63 6465 66 676869 70 71 8x10 7x8 5x10 MT18HS 7x10 MT18HS 4x6 8x10 8x8 7x8 7x8 2x4 10x10 6x12 2x6 7x10 MT18HS 2x4 2x6 5x10 8x16 MT20HS 2x6 6x12 7-1-12 7-1-12 14-0-0 6-10-4 21-11-0 7-11-0 29-10-0 7-11-0 36-8-4 6-10-4 39-10-0 3-1-12 43-10-0 4-0-0 7-1-12 7-1-12 14-0-0 6-10-4 21-11-0 7-11-0 29-10-0 7-11-0 36-8-4 6-10-4 39-10-0 3-1-12 43-10-0 4-0-0 2- 3 - 4 8- 1 - 4 0- 1 0 - 1 1- 5 - 3 8- 1 - 4 5.00 12 Plate Offsets (X,Y)-- [6:0-3-14,0-2-8], [8:0-6-0,0-3-9], [9:0-8-0,0-3-4], [12:0-3-8,0-3-0], [13:0-3-8,0-6-4], [15:0-4-0,0-4-12], [17:0-3-8,0-6-4], [18:0-5-0,0-3-12] LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 20.0 35.0 10.0 0.0 * 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 NO IBC2018/TPI2014 CSI. TC BC WB Matrix-MSH 0.97 0.87 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.45 -0.68 0.12 0.17 (loc) 13-15 13-15 8 13-15 l/defl >999 >768 n/a >999 L/d 240 180 n/a 360 PLATES MT20 MT20HS MT18HS Weight: 914 lb FT = 20% GRIP 185/144 148/108 185/144 LUMBER- TOP CHORD 2x6 HF No.2 *Except* T2: 2x6 SPF 2100F 1.8E BOT CHORD 2x8 DF SS *Except* B2: 2x6 SPF 2100F 1.8E WEBS 2x4 SPF Stud *Except* W6: 2x4 SPF No.2, W1: 2x6 HF No.2, W2,W8: 2x4 SPF 2100F 1.8E OTHERS 2x4 SPF Stud WEDGE Right: 2x4 SPF Stud BRACING- TOP CHORD Structural wood sheathing directly applied or 1-5-14 oc purlins, except end verticals, and 2-0-0 oc purlins (3-4-15 max.): 3-5. BOT CHORD Rigid ceiling directly applied or 9-1-3 oc bracing. WEBS 1 Row at midpt 6-12 REACTIONS.(lb/size) 19=10790/0-5-8 (min. 0-3-14), 8=10924/0-5-8 (min. 0-3-14) Max Horz19=-86(LC 17) Max Uplift19=-1924(LC 12), 8=-2080(LC 13) Max Grav19=10826(LC 18), 8=10962(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=-16634/2923, 2-23=-16495/2950, 2-3=-20302/3621, 3-24=-21418/3958, 4-24=-21418/3958, 4-25=-21418/3958, 5-25=-21418/3958, 5-6=-20780/3998, 6-7=-22219/4261, 7-8=-23390/4435, 8-26=-12485/2350, 1-19=-10519/1890 BOT CHORD 19-27=-220/726, 27-28=-220/726, 28-29=-220/726, 29-30=-220/726, 30-31=-220/726, 31-32=-220/726, 18-32=-220/726, 18-33=-2749/15226, 33-34=-2749/15226, 34-35=-2749/15226, 35-36=-2749/15226, 36-37=-2749/15226, 37-38=-2749/15226, 17-38=-2749/15226, 17-39=-3234/18579, 16-39=-3234/18578, 16-40=-3228/18534, 40-41=-3228/18534, 41-42=-3228/18534, 42-43=-3228/18534, 43-44=-3228/18534, 44-45=-3228/18534, 45-46=-3228/18534, 15-46=-3228/18534, 15-47=-3524/18936, 47-48=-3524/18936, 48-49=-3524/18936, 49-50=-3524/18936, 50-51=-3524/18936, 51-52=-3524/18936, 14-52=-3524/18936, 14-53=-3524/18940, 53-54=-3527/18969, 54-55=-3527/18969, 13-55=-3527/18970, 13-56=-3060/16220, 56-57=-3060/16220, 57-58=-3060/16220, 58-59=-3060/16220, 59-60=-3060/16220, 60-61=-3060/16220, 12-61=-3060/16220, 12-62=-65/374, 62-63=-65/374, 63-64=-65/374, 11-64=-65/374, 9-68=-3967/21143, 68-69=-3967/21143, 69-70=-3967/21143, 8-70=-3967/21143, 8-71=-1973/10494 WEBS 2-18=-4394/807, 2-17=-759/4463, 3-17=-715/4621, 3-15=-888/4205, 4-15=-1312/262, 5-15=-429/3655, 5-13=-1187/5246, 6-13=-849/3762, 6-12=-7314/1364, 1-18=-2615/15019, 9-11=-7/399, 7-9=-335/1878, 6-9=-1204/6531, 9-12=-3292/17412 Continued on page 2 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 2 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 1-0-0 oc, Except member 17-3 2x4 - 2 rows staggered at 0-5-0 oc, member 13-5 2x4 - 2 rows staggered at 0-4-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 6) Unbalanced snow loads have been considered for this design. 7) Provide adequate drainage to prevent water ponding. 8) All plates are MT20 plates unless otherwise indicated. 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, with BCDL = 5.0psf. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1924 lb uplift at joint 19 and 2080 lb uplift at joint 8. 12) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13) Load case(s) 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118, 119, 120, 121, 122, 123, 124, 125, 126, 127, 128, 129, 130, 131, 132, 133, 134, 135, 136, 137, 138, 139, 140, 141, 142, 143, 144, 145, 146, 147, 148, 149, 150, 151, 152, 153, 154, 155, 156, 157, 158, 159, 160, 161, 162, 163, 164, 165, 166, 167, 168, 169, 170, 171, 172, 173, 174, 175, 176, 177, 178, 179, 180, 181, 182, 183, 184, 185, 186, 187, 188, 189, 190, 191, 192, 193, 194, 195, 196, 197, 198, 199, 200, 201, 202, 203, 204, 205, 206, 207, 208, 209, 210, 211, 212, 213, 214, 215, 216, 217, 218, 219, 220, 221, 222, 223, 224, 225, 226, 227, 228, 229, 230, 231, 232, 233, 234, 235, 236, 237 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 14) MULTIPLE LOADCASES – This design is the composite result of multiple load cases. 15) User moving load cases exist: Review the load cases for details. 16) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 17) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 4690 lb down and 798 lb up at 14-0-0, 1050 lb down and 167 lb up at 15-9-4, 1050 lb down and 167 lb up at 17-9-4, 1050 lb down and 167 lb up at 19-9-4, 1050 lb down and 167 lb up at 21-9-4, 1050 lb down and 167 lb up at 23-9-4, 1026 lb down and 144 lb up at 25-9-4, and 1026 lb down and 144 lb up at 27-9-4, and 5325 lb down and 1345 lb up at 29-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Except: 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-90, 3-5=-90, 5-8=-90, 10-19=-10, 9-20=-10 Concentrated Loads (lb) Vert: 16=-1050(F) 17=-4690(F) 15=-1050(F) 13=-5325(F) 41=-1050(F) 44=-1050(F) 48=-1050(F) 51=-1026(F) 53=-1026(F) 104) Reversal: 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 105) Reversal: 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 27=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 106) Reversal: 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 28=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 107) Reversal: 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 29=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 108) Reversal: 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 30=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 109) Reversal: 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 31=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 110) Reversal: 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 32=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 111) Reversal: 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 18=-150 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) Continued on page 3 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 3 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) 112) Reversal: 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 33=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 113) Reversal: 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 34=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 114) Reversal: 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 35=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 115) Reversal: 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 36=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 116) Reversal: 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 37=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 117) Reversal: 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 38=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 118) Reversal: 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3559(F=-3409) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 119) Reversal: 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 39=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 120) Reversal: 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-968(F=-818) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 121) Reversal: 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 40=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 122) Reversal: 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 42=-150 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 123) Reversal: 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 43=-150 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 124) Reversal: 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 45=-150 48=-818(F) 51=-794(F) 53=-794(F) 125) Reversal: 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 46=-150 48=-818(F) 51=-794(F) 53=-794(F) 126) Reversal: 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-968(F=-818) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 127) Reversal: 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Continued on page 4 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 4 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 47=-150 48=-818(F) 51=-794(F) 53=-794(F) 128) Reversal: 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 49=-150 51=-794(F) 53=-794(F) 129) Reversal: 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 50=-150 51=-794(F) 53=-794(F) 130) Reversal: 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 52=-150 53=-794(F) 131) Reversal: 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 14=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 132) Reversal: 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 54=-150 133) Reversal: 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 55=-150 134) Reversal: 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3516(F=-3366) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 135) Reversal: 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 56=-150 136) Reversal: 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 57=-150 137) Reversal: 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 58=-150 138) Reversal: 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 59=-150 139) Reversal: 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 60=-150 140) Reversal: 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 61=-150 141) Reversal: 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 62=-150 142) Reversal: 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 63=-150 Continued on page 5 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 5 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) 143) Reversal: 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 64=-150 144) Reversal: 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 65=-150 145) Reversal: 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 66=-150 146) Reversal: 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 67=-150 147) Reversal: 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 10=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 148) Reversal: 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3409(F) 15=-818(F) 13=-3366(F) 10=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 149) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-34(F=-20), 3-5=-109(F=-20), 5-26=-34(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 150) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-109(F=-20), 3-5=-34(F=-20), 5-26=-109(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 151) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 152) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 153) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 154) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 155) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 156) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 157) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 158) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Continued on page 6 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 6 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 159) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 160) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 161) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 162) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 163) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 164) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 165) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 166) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 167) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 168) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 169) Reversal: 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 170) Reversal: 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1398(F) 15=-342(F) 13=-1182(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 171) 1st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 172) 2nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 27=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 173) 3rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 28=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) Continued on page 7 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 7 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) 174) 4th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 29=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 175) 5th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 30=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 176) 6th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 31=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 177) 7th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 32=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 178) 8th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 18=-150 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 179) 9th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 33=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 180) 10th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 34=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 181) 11th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 35=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 182) 12th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 36=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 183) 13th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 37=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 184) 14th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 38=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 185) 15th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3818(F=-3668) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 186) 16th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 39=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 187) 17th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-968(F=-818) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 188) 18th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 40=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 189) 19th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Continued on page 8 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 8 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 42=-150 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 190) 20th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 43=-150 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 191) 21st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 45=-150 48=-818(F) 51=-794(F) 53=-794(F) 192) 22nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 46=-150 48=-818(F) 51=-794(F) 53=-794(F) 193) 23rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-968(F=-818) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 194) 24th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 47=-150 48=-818(F) 51=-794(F) 53=-794(F) 195) 25th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 49=-150 51=-794(F) 53=-794(F) 196) 26th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 50=-150 51=-794(F) 53=-794(F) 197) 27th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 52=-150 53=-794(F) 198) 28th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 14=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 199) 29th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 54=-150 200) 30th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 55=-150 201) 31st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4328(F=-4178) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 202) 32nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 56=-150 203) 33rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 57=-150 204) 34th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 58=-150 Continued on page 9 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 9 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) 205) 35th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 59=-150 206) 36th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 60=-150 207) 37th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 61=-150 208) 38th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 62=-150 209) 39th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 63=-150 210) 40th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 64=-150 211) 41st User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 65=-150 212) 42nd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 66=-150 213) 43rd User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 67=-150 214) 44th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 10=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 215) 45th User Defined Moving Load - Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-66(F), 3-5=-66(F), 5-26=-66(F), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 16=-818(F) 17=-3668(F) 15=-818(F) 13=-4178(F) 10=-150 41=-818(F) 44=-818(F) 48=-818(F) 51=-794(F) 53=-794(F) 216) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-34(F=-20), 3-5=-109(F=-20), 5-26=-34(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 217) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-109(F=-20), 3-5=-34(F=-20), 5-26=-109(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 218) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 219) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 220) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Continued on page 10 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 10 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 221) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 222) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 223) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 224) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 225) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 226) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 227) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 228) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 229) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 230) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-26=-41(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 231) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-26=-144(F=-20), 8-26=-20(F), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 232) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 233) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 234) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 235) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) Continued on page 11 Job 11613-A Truss TT4 Truss Type HIP GIRDER Qty 1 Ply 3 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 11 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Pljjjls94L4UdZFQeyVkB3 LOAD CASE(S) 236) 7th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-41(F=-20), 3-5=-144(F=-20), 5-8=-41(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) 237) 8th Unbal.1st User Defined Moving Load - Dead + Snow (balanced)-Parallel: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-144(F=-20), 3-5=-41(F=-20), 5-8=-144(F=-20), 11-19=-10(F), 9-71=-10(F) Concentrated Loads (lb) Vert: 19=-150 16=-342(F) 17=-1657(F) 15=-342(F) 13=-1994(F) 41=-342(F) 44=-342(F) 48=-342(F) 51=-332(F) 53=-332(F) Job 11613-A Truss X1 Truss Type Blocking Supported Qty 93 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:34 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-ZKEZ_oW1kwhflTbXaGt08Plx0jya9IG4UdZFQeyVkB3 Scale = 1:14.1 W1 T1 B1 W2 W1 1 2 5 4 3 1.5x4 3x5 3x5 1.5x4 0-0-12 0-0-12 1-10-8 1-10-8 1-10-8 1-10-8 2- 3 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 42.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.06 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, 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) 5=91/1-10-8 (min. 0-1-8), 3=-32/1-10-8 (min. 0-1-8), 4=152/1-10-8 (min. 0-1-8) Max Horz5=-73(LC 12) Max Uplift5=-63(LC 10), 3=-32(LC 1), 4=-78(LC 11) Max Grav5=96(LC 22), 3=10(LC 10), 4=152(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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=42.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 63 lb uplift at joint 5, 32 lb uplift at joint 3 and 78 lb uplift at joint 4. 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 11613-A Truss X2 Truss Type Blocking Supported Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:35 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-1WoxB8XfVEpWMd9j8zOFgdI617IwulQEjHIpz4yVkB2 Scale = 1:14.1 W1 T1 B1 W2 W1 1 2 3 6 5 4 1.5x4 3x4 3x4 1.5x4 0-0-12 1-7-8 1-7-8 1-7-8 1-7-8 2- 3 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.10 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=68/1-7-8 (min. 0-1-8), 5=95/1-7-8 (min. 0-1-8) Max Horz6=-73(LC 12) Max Uplift6=-72(LC 10), 5=-76(LC 11) Max Grav6=87(LC 22), 5=106(LC 21) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 72 lb uplift at joint 6 and 76 lb uplift at joint 5. 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 11613-A Truss X4 Truss Type BLOCKING SUPPORTED Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:36 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VjMJPUYHGYxN_nkwihvUDqqHcXe5dCjNxx2MVWyVkB1 Scale = 1:14.1 W1 T1 B1 W2 W1 1 2 5 4 3 1.5x4 3x4 3x4 1.5x4 0-0-12 1-9-0 1-9-0 1-9-0 1-9-0 2- 3 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.05 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, 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) 5=75/1-9-0 (min. 0-1-8), 3=-16/1-9-0 (min. 0-1-8), 4=114/1-9-0 (min. 0-1-8) Max Horz5=-73(LC 12) Max Uplift5=-66(LC 10), 3=-16(LC 1), 4=-77(LC 11) Max Grav5=87(LC 22), 3=6(LC 10), 4=114(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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 66 lb uplift at joint 5, 16 lb uplift at joint 3 and 77 lb uplift at joint 4. 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 11613-A Truss X5 Truss Type Blocking Supported Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:36 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-VjMJPUYHGYxN_nkwihvUDqqF0XdodBANxx2MVWyVkB1 Scale = 1:18.4 W1 T1 B1 W2 W1 1 2 5 4 3 1.5x4 3x4 3x4 1.5x4 0-0-12 1-10-8 1-10-8 1-10-8 1-10-8 3- 1 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.07 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF Stud BOT CHORD 2x4 SPF Stud WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, 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) 5=83/1-10-8 (min. 0-1-8), 3=-13/1-10-8 (min. 0-1-8), 4=117/1-10-8 (min. 0-1-8) Max Horz5=104(LC 11) Max Uplift5=-111(LC 10), 3=-13(LC 1), 4=-118(LC 11) Max Grav5=124(LC 22), 3=7(LC 10), 4=141(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-218/263 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 111 lb uplift at joint 5, 13 lb uplift at joint 3 and 118 lb uplift at joint 4. 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 11613-A Truss X5S Truss Type Blocking Supported Qty 7 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:37 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-_vwicqZv1r3EcxJ6GOQjl2NQhx_uMeUWAbnw1zyVkB0 Scale = 1:20.0 W1 T1 B1 W1W2 1 2 6 5 3 4 1.5x4 3x4 1x4 3x4 1-9-0 1-9-0 1-10-8 0-1-8 1-9-0 1-9-0 1-10-8 0-1-8 3- 5 - 0 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.21 0.02 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=62/1-10-8 (min. 0-1-8), 3=-3/1-10-8 (min. 0-1-8), 4=-4/1-10-8 (min. 0-1-8), 5=134/1-10-8 (min. 0-1-8) Max Horz6=-86(LC 12) Max Uplift6=-91(LC 12), 3=-11(LC 11), 4=-7(LC 5), 5=-88(LC 11) Max Grav6=65(LC 22), 3=16(LC 12), 5=149(LC 21) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 91 lb uplift at joint 6, 11 lb uplift at joint 3, 7 lb uplift at joint 4 and 88 lb uplift at joint 5. 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 11613-A Truss X6 Truss Type Blocking Supported Gable Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:38 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-S5U4qAZXo9C5D5uIp5yyIFvc7KKA55qgPEXTZPyVkB? Scale = 1:18.4 W1 T1 B1 W1W2 1 2 3 6 5 4 1.5x4 3x4 1x4 3x4 1-6-14 1-6-14 1-8-6 0-1-8 1-6-14 1-6-14 1-8-6 0-1-8 3- 1 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.01 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=54/1-8-6 (min. 0-1-8), 5=117/1-8-6 (min. 0-1-8) Max Horz6=-77(LC 12) Max Uplift6=-91(LC 12), 5=-96(LC 11) Max Grav6=61(LC 11), 5=151(LC 21) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 91 lb uplift at joint 6 and 96 lb uplift at joint 5. 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 11613-A Truss X10 Truss Type Blocking Supported Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:38 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-S5U4qAZXo9C5D5uIp5yyIFvdhKKD56KgPEXTZPyVkB? Scale = 1:14.1 W1 T1 B1 W1W2 1 2 3 6 5 4 1.5x4 3x4 1x4 3x4 1-6-14 1-6-14 1-8-6 0-1-8 1-6-14 1-6-14 1-8-6 0-1-8 2- 3 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=53/1-8-6 (min. 0-1-8), 5=118/1-8-6 (min. 0-1-8) Max Horz6=-54(LC 12) Max Uplift6=-43(LC 12), 5=-59(LC 11) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 43 lb uplift at joint 6 and 59 lb uplift at joint 5. 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 11613-A Truss X11 Truss Type Blocking Supported Qty 4 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:39 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-wI1S1Wa9ZTKyrFTVNpTBrTSoRkgRqZcpduG06ryVkB_ Scale = 1:14.1 W1 T1 B1 W1W2 1 2 3 6 5 4 1.5x4 3x4 1x4 3x4 1-7-15 1-7-15 1-9-7 0-1-8 1-7-15 1-7-15 1-9-7 0-1-8 2- 3 - 4 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.07 0.01 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.00 (loc) 2 2 5 l/defl n/r n/r n/a L/d 120 120 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=58/1-9-7 (min. 0-1-8), 5=122/1-9-7 (min. 0-1-8) Max Horz6=-54(LC 12) Max Uplift6=-40(LC 10), 5=-58(LC 11) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 40 lb uplift at joint 6 and 58 lb uplift at joint 5. 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 11613-A Truss Z1 Truss Type Blocking Qty 2 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:39 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-wI1S1Wa9ZTKyrFTVNpTBrTSb3kgeqQGpduG06ryVkB_ Scale = 1:34.0 W1 T1 B1 W2 W3 1 2 3 5 4 2x6 3x5 1.5x4 6x8 0-0-12 0-0-12 1-10-8 1-10-8 1-10-8 1-10-8 6- 2 - 2 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.93 0.06 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 5 5 4 5 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 24 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud *Except* W3: 2x4 SPF No.2 BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-5 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 5=71/Mechanical, 4=112/Mechanical Max Horz5=-217(LC 12) Max Uplift5=-480(LC 10), 4=-493(LC 11) Max Grav5=473(LC 13), 4=473(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-5=-856/895 BOT CHORD 4-5=-304/313 WEBS 1-4=-859/863 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 480 lb uplift at joint 5 and 493 lb uplift at joint 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) 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 11613-A Truss Z2 Truss Type Flat Qty 1 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:40 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-OUbqEsbnKmSpTO2hxW_QNg?rU8?uZoVzsY0adHyVkAz Scale = 1:34.2 W1 T1 W1 B1 W2 1 2 4 3 2x6 3x8 1.5x4 6x8 1-2-0 1-2-0 1-2-0 1-2-0 6- 2 - 2 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-MP 0.63 0.06 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a **** L/d 240 180 n/a 360 PLATES MT20 Weight: 22 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF No.2 *Except* W2: 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-2, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 1-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 4=48/Mechanical, 3=48/Mechanical Max Horz4=-217(LC 12) Max Uplift4=-739(LC 10), 3=-739(LC 11) Max Grav4=734(LC 13), 3=734(LC 12) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-1323/1350 BOT CHORD 3-4=-304/313 WEBS 1-3=-1322/1322 NOTES- 1) Wind: ASCE 7-16; Vult=115mph (3-second gust) Vasd=91mph; TCDL=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint 4 and 739 lb uplift at joint 3. 8) This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job 11613-A Truss Z3 Truss Type BLOCKING SUPPORTED Qty 10 Ply 1 GOLDEN WEST CREDIT UNION- REXBURG RANCH Job Reference (optional) Run: 8.430 s Jan 4 2021 Print: 8.430 s Jan 4 2021 MiTek Industries, Inc. Thu Oct 7 16:50:41 2021 Page 1 READY MADE BUILDERS, SALT LAKE CITY, UTAH ID:tHo2JF9ceIkoN_16vNWyjUycOtY-sg9CSCcQ54ag5YdtVEVfwuX7LYLrIRg65Cl79kyVkAy Scale = 1:18.5 W1 T1 B1 W1W2 1 2 6 5 3 4 1.5x4 3x4 1x4 3x4 1-9-0 1-9-0 1-10-8 0-1-8 1-9-0 1-9-0 1-10-8 0-1-8 3- 1 - 8 LOADING (psf) TCLL (roof) Snow (Pf) TCDL BCLL BCDL 30.0 35.0 10.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES IRC2018/TPI2014 CSI. TC BC WB Matrix-P 0.17 0.02 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 197/144 LUMBER- TOP CHORD 2x4 SPF No.2 BOT CHORD 2x4 SPF No.2 WEBS 2x4 SPF Stud BRACING- TOP CHORD 2-0-0 oc purlins: 1-3, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS.(lb/size) 6=61/1-10-8 (min. 0-1-8), 3=-5/1-10-8 (min. 0-1-8), 4=-4/1-10-8 (min. 0-1-8), 5=138/1-10-8 (min. 0-1-8) Max Horz6=-78(LC 12) Max Uplift6=-74(LC 12), 3=-8(LC 11), 4=-7(LC 5), 5=-79(LC 11) Max Grav6=61(LC 1), 3=13(LC 12), 5=141(LC 21) 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=5.5psf; BCDL=2.5psf; h=21ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 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; Pr=30.0 psf (roof LL: Lum DOL=1.00 Plate DOL=1.00); Pf=35.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1.00; Ct=1.00 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 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 74 lb uplift at joint 6, 8 lb uplift at joint 3, 7 lb uplift at joint 4 and 79 lb uplift at joint 5. 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