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HomeMy WebLinkAbout05020122-Truss Info Truss Type ROOF TRUSS 16684291 CHRIS WALKEF 5.00( s Jun 9 2003 MiTek Industries. Inc. Thu Jun 10 07:38:21 2004 Page 1 (Matrix) 190 ROOFTRUSS uglfit at joint 30 44 lb upl~ a o n : at joint 26. 37 b up~ift at joint ROOF TRUSS S WALKER oear~ng Plate capable r~withstanding252 bupffa jori 29,2591~ Jpifta[joint 16,29Jb upiftal o,nt24 421 ' nt 28,291buuJift ~tjoin 22,43}b upltft at on~21 36 bUD f'a jO;iht 20 47 bu ii 'J bup~fta jo~n ~6074, CHRIS WALKER~ s Jun 9 2003 MiTek Inaus[nes OBC97/ANS 95 case 7), 21 =363(10ad case t ~Min ]/det~ = 360 PLATES 5-11-13 6 PLATES MIl20 ROOP TRUSS 16684298 SPACING 2-0~0 CSI Plates increase 1.15 TC 0,60 Lumber Increase 1.t5 BC 0,30 ¸16 pLATES MIl20 197 144 Weight: 526 lb Une 1112oo4 ROOFTRUSS Job Referenc_9 ~oj~[ion_a~ 5,000 s Jun 9 2003 M~Tek ~ndustrles Inc, Thu Jun 2x4 WB 0.09 horz(TL) 0.02 PLATES GRIP Weight: 78 lb h=25ft: TCDL=5.0Dsf: 59 lb uohft at join[ 2 and 69 lb uplift at joint 5. truss TC w/2-1 Od nails. WESTF~ELD IN. 46074. CHRIS WALKEF Job Reference OLOLg~_t~ona~0~j~.- 5.000 s Jun 9 2003 MiTek Industnes, Inc. Thu Jun 10 07:38:27 2004 Page 1 TOP CHORD CSI TC 0.11 BC 0,08 WB 0,00 (Matrix) PLATES Veri(TL) -0~01 2-4 >999 Ho~z TL) ,0,00 3 n/a GRIP 249/190 (6684304 5.000 S Jun 9 2003 MiTek Induslrtes, Inc, Thu Jun~8:2? 200~a~- 2x4 Scale = 1:21.2 2x4 0,36 BC 0.22 WB 0.00 TOPCHORD BOTCHORD PLATES TO1 16684305 ,%4*3 27-0-5 32-8-0 ,5-7-11 7.00 oint 17 and 109 b u ROOFTRUSS 16684308 7.00~ 3;(4 ~ 5 TC 0 43 BC 0,76 WB 0.74 In 6oc/ I/deft GRIP Ved(TL -0,30 1%13 >999 Horz(TL) O.OB t0 nla 1 st LC LL M9~ l/deft = 36{ Weight: 191 lb TOP CHORD Sheathed or 4-8.2 oc purlins, exce[~t eno ven~ca{s. BOTCHORD Rgdce ngdrec yappledor 00~Oocbacing WEBS 1 Row at midpt 3-13, 5-13, 2-15, 6-10 This truss design is based upon he build ng code 8how~. This code has beer1 spec fled bytheprojec[engineer/archgect, c, rbuitdingdesigner. Theapplcab yof hscode in any particular udsd c on shou d b~ confirmed With the bui d ng off c a pr or to truss fabrication. This determination L not the responsibility of the comoonenL/truss designer. 9=16 -15=-162 8- 0=-226 ROOFTRUSS ~ALKER 16684311 Job Refer~ Thu Jun 10 07:38:29 2004 Page 1 2x4 9 8 PLATES Vert TL) -0,21 8-10 >999 Horz TL} 0,03 6 n a 15t LC LL M6t I/dell = 360 oC pudins, 197/144 ;2004 166843'~6 1.15 TC 0.54 1. 5 8C 0.69 YES W8 0,59 M~]20 197/144 =I 03, 5-8=,~ Truss Type 46074. CHRIS WALKER Job Reference ~ MiTek Indusmes, inc, Thu Jun 10 07:38:32 2004 Page 1 V06 ~,ND HOUSE LUMBER V08 Truss Type Job Reference 2-11-7 7.00 Job Reference TCDL 10.0 Lumber Increase 1,~5 BCLL 0.0 Rep Stress Incr YES BCDL 10,0 Code UBC97IANSI95 :HORD 2 X4 SYP No.2 BC 0.04 WB 0,03 DEFL in oc l/deft Vert{LL) n/a - n/a MIl20 Vert{TL) n/a - Horz TL) 0.00 3 n a 1st LC LL Min I/deft = 360 Ne~ght: 2010 VIWFRS ive loads per ~ab[e No, 16-B, uBC-97 at joint 1 and ~8 lb u~Jiff at joint 3, LOAD CASE(S) NO, 1990041,5