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EngDrwg: 2021r5RGT_Eng <br />23493 - Duongs ADU Qty: 1 Truss: A1 <br />Customer: Michael Vu <br />Truss Mfr. Contact: Vice Ahumada <br />SID:0003680454 <br />TID:281223 <br />Date:07 / 24 / 25 <br />Page:1 of 1 <br />NOTICE A copy of this design shall be furnished to the erection contractor. The design of this individual truss is based on design criteria and requirements supplied by <br />the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer. A seal on this drawing indicates <br />acceptance of professional engineering responsibility solely for the truss component design shown. See the cover page and the “Important Information & General <br />Notes” page for additional information. All connector plates shall be manufactured by Simpson Strong-Tie Company, Inc in accordance with ESR-2762. All connector <br />plates are 20 gauge, unless the specified plate size is followed by a “-18” which indicates an 18 gauge plate, or “S# 18”, which indicates a high tension 18 gauge plate. <br />Component Solutions <br />Truss Studio V <br />2024.5.1.5 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />4x4 = <br />4x4= <br />4x8 <br />3x4 =4x8 <br />4x4 = <br />4x4 = <br />1.5x4 4x8 6x8 1.5x4 <br />78#29#25#31# <br />732#148# <br />31# <br />240# <br />22# <br />240# <br />22# <br />148# <br />31# <br />732# <br />78#59#48#116# <br />2-0-0 2-0-0 <br />4-2 4-2 <br />3- <br />8 <br />- <br />4 <br />4- <br />0 <br />- <br />0 <br />4- <br />1 <br />0 <br />- <br />1 <br />1 <br />1 <br />4-0-12 <br />4-0-12 <br />2 <br />3-10-15 <br />7-11-11 <br />3 <br />4-6-5 <br />12-6-0 <br />4 <br />4-6-5 <br />17-0-5 <br />5 <br />3-10-15 <br />20-11-4 <br />6 <br />4-0-12 <br />25-0-0 <br />7 <br />1 <br />4-0-12 <br />4-0-12 <br />8 <br />3-7-7 <br />7-8-3 <br />9 <br />9-7-10 <br />17-3-13 <br />10 <br />3-7-7 <br />20-11-4 <br />11 <br />4-0-12 <br />25-0-0 <br />7 <br />25-0-0 <br />2-Ply <br /> 5.5/12 -5.5/12 <br />Truss Weight = 246.2 lb <br />Code/Design: CBC-2022/TPI-2014 <br />PSF Live Dead Dur Factors <br />TC 20.0 17.0 Live Wind Snow <br />BC 0.0 7.0 Lum 1.25 1.60 N/A <br />Total 44.0 Plt 1.25 1.60 N/A <br />Spacing: 2-00-00 o.c. Plies: 2 <br />Repetitive Member Increase: No <br />Green Lumber: No Wet Service: No <br />Fab Tolerance: 20% Creep (Kcr) = 2.0 <br />OH Soffit Load: 2.0 psf <br />-----------Snow Load Specs---------- <br />ASCE7-16 Ground Snow(Pg) = N/A <br />Risk Cat: II Terrain Cat: C <br />Roof Exposure: Sheltered <br />Thermal Condition: All Others(1.0) <br />Unobstructed Slippery Roof: No <br />Low-Slope Minimums(Pfmin): No <br />Unbalanced Snow Loads: No <br />Rain Surcharge: No Ice Dam Chk: No <br />----------Wind Load Specs---------- <br />ASCE7-16 Wind Speed(V) = 130 mph <br />Risk Cat: II Exposure Cat: C <br />Bldg Dims: L = 41.9 ft B = 25.0 ft <br />M.R.H(h)= 15.0ft Kzt = 1.0 Ke = 1.00 <br />Bldg Enclosure: Enclosed <br />Wind DL(psf): TC = 10.2 BC = 4.2 <br />End Vertical Exposed: L = Yes R = Yes <br />Wind Uplift Reporting: ASCE7 MWFRS <br />C&C End Zone: 3-00-00 <br />-------Additional Design Checks------ <br />10 psf Non-Concurrent BCLL: Yes <br />20 psf BC Limited Storage: Yes <br />200 lb BC Accessible Ceiling: No <br />300 lb TC Maintenance Load: No <br />2000 lb TC Safe Load: No <br />Unbalanced TCLL: Yes <br />Material Summary <br />TC 2x4 DFL #2 <br />BC 2x4 DFL #2 <br />Webs 2x4 DFL Std/Stud <br /> <br />Member Forces Summary <br />Max CSI in TC PANEL 4 - 5 0.63 <br />Max CSI in BC PANEL 9 - 10 0.71 <br />Max CSI in Web 9 - 3 0.18 <br /> <br />...Mem... Ten Comp .CSI. <br />TC OH- 1 71 0 0.20 <br /> 1- 2 615 4959 0.27 <br /> 2- 3 658 4905 0.41 <br /> 3- 4 616 4464 0.62 <br /> 4- 5 598 4546 0.63 <br /> 5- 6 638 4995 0.41 <br /> 6- 7 575 5103 0.28 <br /> 7-OH 71 0 0.20 <br />BC 1- 8 4422 468 0.59 <br /> 7-11 4553 432 0.61 <br /> 8- 9 4422 468 0.54 <br /> 9-10 5531 710 0.71 <br /> 10-11 4553 432 0.57 <br />Web 2- 8 43 74 0.00 <br /> 2- 9 111 131 0.02 <br /> 3- 9 980 32 0.18 <br /> 4- 9 318 1322 0.15 <br /> 4-10 340 1237 0.14 <br /> 5-10 1016 23 0.18 <br /> 6-10 102 152 0.01 <br /> 6-11 64 24 0.01 <br /> Reaction Summary <br /> --------------Reaction Summary(Lbs)---------------- <br /> Jnt --X-Loc- React -Up- --Width- -Reqd -Mat PSI <br /> 1 01-12 2625 309 03-08 01-08 DFL 703 <br /> 7 24-10-04 2706 288 03-08 01-08 DFL 703 <br /> Max Horiz = -76 / +76 at Joint 1 <br />Loads Summary <br />User-defined unbalanced Top Chord Live Loads (TCLL) occurring at 12-06-00 <br />are based on 1.00 full and 0.00 reduced load factors. <br />See Loadcase Report for load combinations and additional details. <br />Loads based on maximum and minimum reactions from tie-in spans <br /> Mbr Max Min Location Dir Description <br /> Transfer loads: <br /> TC 732 -173 8-01-08 Vert 1-A_0004 @ 135 Deg <br /> TC 148 -46 10-00-12 Vert 1-A_0067 @ 90 Deg <br /> TC 240 -73 12-00-12 Vert 1-A_0064 @ 90 Deg <br /> TC 240 -73 12-11-04 Vert 1-A_0064 @ 90 Deg <br /> TC 148 -46 14-11-04 Vert 1-A_0070 @ 90 Deg <br /> TC 732 -173 16-10-08 Vert 1-A_0004 @ 45 Deg <br /> BC 78 6 2-00-12 Vert 1-A_0069 @ 90 Deg <br /> BC 29 15 4-00-12 Vert 1-A_0068 @ 90 Deg <br /> BC 25 14 6-00-12 Vert 1-A_0065 @ 90 Deg <br /> BC 31 15 8-00-12 Vert 1-A_0066 @ 90 Deg <br /> BC 31 15 10-00-12 Vert 1-A_0067 @ 90 Deg <br /> BC 22 12 12-00-12 Vert 1-A_0064 @ 90 Deg <br /> BC 22 12 12-11-04 Vert 1-A_0064 @ 90 Deg <br /> BC 31 15 14-11-04 Vert 1-A_0070 @ 90 Deg <br /> BC 78 20 16-11-04 Vert 1-A_0008 @ 90 Deg <br /> BC 59 25 18-11-04 Vert 1-A_0007 @ 90 Deg <br /> BC 48 27 20-11-04 Vert 1-A_0006 @ 90 Deg <br /> BC 116 14 22-11-04 Vert 1-A_0005 @ 90 Deg <br /> <br />2-PLY TRUSS Fastener Spacing <br />Fasten each ply to the adjacent ply as follows(rows staggered): <br />TC 2x4, 1-row(s) of 0.131" dia. x 3.0" Nails @ 12.0" o.c.** <br />BC 2x4, 1-row(s) of 0.131" dia. x 3.0" Nails @ 12.0" o.c. <br />WB 2x4, 1-row(s) of 0.131" dia. x 3.0" Nails @ 9.0" o.c. <br />** Use additional fasteners of the same type (u.n.o.) within +/-12" of <br />the location(s) indicated (except where approved hangers are used with <br />fasteners that transfer the load to all plies): <br /> <br />TC:8-01-08, 2, TC:16-10-08, 2 <br /> <br />Notes <br />Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees. <br />Plates located at TC pitch breaks meet the prescriptive minimum size <br />requirement to transfer unblocked diaphragm loads across those joints. <br />This truss is not symmetric - proper orientation is critical. <br />Deflection Summary <br />TrussSpan Limit Actual(in) Location <br />Vert LL L/360 L/999(-0.14) 9-10 <br />Vert DL L/120 L/999(-0.27) 9-10 <br />Vert CR L/240 L/718(-0.41) 9-10 <br />Horz LL 0.75in ( 0.04) @Jt 7 <br />Horz CR 1.25in ( 0.09) @Jt 7 <br />Ohng CR 2L/240 2L/999(-0.02) 1- 1 <br />Ohng CR 2L/240 2L/999(-0.02) 7- 7 <br />Bracing Data Summary <br />------------Bracing Data------------ <br />Chords; continuous except where shown <br />Web Bracing -- None <br /> <br />Plate offsets (X, Y): <br />(None unless indicated below) <br />Jnt1(0,00-02), Jnt3(0,-00-12), <br />Jnt5(0,-00-12), Jnt7(0,00-02), <br />Jnt10(0,-00-08)