Laserfiche WebLink
Job <br />8339-NEW ADU SANTA ANA <br />Truss <br />AA01 <br />Truss Type <br />CAL HIP <br />Qty <br />1 <br />Ply <br />2 <br />8339-New ADU Santa Ana <br />Job Reference (optional) <br />8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:28 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-MNRImuRqRLNfRkE07Gkluk2uyCQdlgOt84fonMyXmH5 <br />Scale = 1:33.8 <br />Camber = 3/16 in <br />T1 <br />T2 <br />T1 <br />B1 <br />W1 W2 <br />W3 W4 W3 <br />W2 W1 <br />1 <br />2 <br />3 <br />4 5 <br />6 <br />7 <br />8 <br />12 11 10 9 <br />13 <br />14 <br />15 16 17 <br />18 <br />19 <br />20 21 22 23 24 25 26 <br />5x10 4x6 <br />3x6 3x6 <br />3x4 <br />1x4 3x4 3x10 <br />3x4 <br />1x4 <br />4-5-5 <br />4-5-5 <br />7-5-1 <br />2-11-12 <br />11-0-15 <br />3-7-14 <br />14-0-11 <br />2-11-12 <br />18-6-0 <br />4-5-5 <br />-1-1-0 <br />1-1-0 <br />4-5-5 <br />4-5-5 <br />7-5-1 <br />2-11-12 <br />7-11-11 <br />0-6-10 <br />10-6-5 <br />2-6-10 <br />11-0-15 <br />0-6-10 <br />14-0-11 <br />2-11-12 <br />18-6-0 <br />4-5-5 <br />19-7-0 <br />1-1-0 <br />0- <br />3 <br />- <br />1 <br />5 <br />2- <br />8 <br />- <br />4 <br />2- <br />1 <br />1 <br />- <br />1 <br />3 <br />0- <br />3 <br />- <br />1 <br />5 <br />2- <br />8 <br />- <br />4 <br />4.00 12 <br />Plate Offsets (X,Y)-- [4:0-5-0,0-1-6] <br />LOADING (psf) <br />TCLL <br />TCDL <br />BCLL <br />BCDL <br />20.0 <br />16.0 <br />0.0 * <br />10.0 <br />SPACING- <br />Plate Grip DOL <br />Lumber DOL <br />Rep Stress Incr <br />Code <br />2-0-0 <br />1.15 <br />1.15 <br />NO <br />IBC2021/TPI2014 <br />CSI. <br />TC <br />BC <br />WB <br />Matrix-S <br />0.32 <br />0.58 <br />0.07 <br />DEFL. <br />Vert(LL) <br />Vert(CT) <br />Horz(CT) <br />in <br />-0.08 <br />-0.30 <br />0.09 <br />(loc) <br />10-11 <br />10-11 <br />7 <br />l/defl <br />>999 <br />>736 <br />n/a <br />L/d <br />240 <br />180 <br />n/a <br />PLATES <br />MT20 <br />Weight: 160 lb FT = 20% <br />GRIP <br />220/195 <br />LUMBER- <br />TOP CHORD 2x4 DF No.2 G <br />BOT CHORD 2x4 DF No.2 G <br />WEBS 2x4 DF Std G <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS.(lb/size) 2=1942/0-3-8 (min. 0-1-8), 7=1942/0-3-8 (min. 0-1-8) <br />Max Horz2=29(LC 7) <br />Max Uplift2=-254(LC 8), 7=-254(LC 8) <br />Max Grav2=2053(LC 15), 7=2053(LC 15) <br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-13=-5239/664, 3-13=-5191/679, 3-14=-5092/828, 4-14=-5071/833, 4-15=-4875/820, <br />15-16=-4875/820, 16-17=-4875/820, 5-17=-4875/820, 5-18=-5071/832, 6-18=-5093/827, <br />6-19=-5191/680, 7-19=-5239/664 <br />BOT CHORD 2-20=-592/4900, 12-20=-592/4900, 12-21=-592/4900, 11-21=-592/4900, 11-22=-745/4874, <br /> 22-23=-745/4874, 23-24=-745/4874, 10-24=-745/4874, 10-25=-593/4900, <br />9-25=-593/4900, 9-26=-593/4900, 7-26=-593/4900 <br />WEBS 3-12=0/412, 3-11=-290/107, 4-11=0/413, 5-10=0/331, 6-10=-289/109, 6-9=0/411 <br />NOTES- <br />1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: <br />Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. <br />Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. <br />Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. <br />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 <br />connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. <br />3) Unbalanced roof live loads have been considered for this design. <br />4) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp <br />C; Enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip <br />DOL=1.60 <br />5) Provide adequate drainage to prevent water ponding. <br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />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 <br />between the bottom chord and any other members. <br />8) A plate rating reduction of 20% has been applied for the green lumber members. <br />9) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 7. This connection is for uplift only <br />and does not consider lateral forces. <br />10) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel <br />points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. <br />11) Girder carries hip end with 8-0-0 end setback. <br />12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 815 lb down and 266 lb up at 10-11-2, <br />and 815 lb down and 266 lb up at 7-6-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. <br />LOAD CASE(S) StandardContinued on page 2