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HomeMy WebLinkAboutFax (truss drawing) - 12/07/1998 DEC- 7 - 98 MON 7:56 AM NOFFKE LUMBER CO FAX NO 4142353061 P. 1 NO1VFKE LUM 1 L ER IVAX , .. 1525 BOWEN ST. - OSIIKOSII - PHONE 920- 235 -3080 / FAX 920-235-3061 TO : MC OC: l ." FROM _ 1 ' 'f.' // • NUMBER OF PAGES INCLUDING T1IIS COVER SIIEET : - - it 01 14 MESSAGE : 1 J/ !`_7 i 't _ IP 1� 1a -- c:-, 00 A�ild ,- /O Y 41)&57 fi f: llae-- %)1— B rNI - � r7 �„ URGENT PLEASE REPLY _ CALL WIIEN RECEIVED PLEASE QUOTE 4\ sir ics- (ks\\40. DEC- 7 -98 MON 7:56 AM NOFFKE LUMBER CO FAX NO. 4142353061 P. 2 I. �98A323 T•08 rw• __-------- -1- ... - g032sJun 91 Mask Inc. r " NOF E L ER C ,O OS)�KOAH> 54901 J 161 :, .Z6 -�F 2.,...,-5.5._1,____ 324,„_21.....-0:L14 �� 1a .� 4- , ..r 4100 643 1 -ioa vioa . 03 55-1 y,ae 603 410-0 5x5 7,0057 a 2x411 - 2xf II 3 x6' / ' t 7 3x5: .. NI 5 2x4J W3 8 2x4* 4 1 g 8 5x7 It 14 13 1512 5x7 II 3„10= 3x7 3x10= 21 - a5 32 -5 -5 . --"- - 10-103 __ } . - - -.1 1010-3 ,a,o a 10-10.2 - Miiie O oir il i edge 2 -81 �:0 0.0 •3 -7 10,0- 6- 8.0 -0 -1 ___ LOADING CSI DEM. (m) 000 Udell PLATES GRIP LOADING (psf) SPACING 2-0-0 TOLL 30.0 plates Increase 1.15 TC 0.91 Will) .0,36 12-14 6999 M20 1971140 TCDL 7.0 Lumber Increase 1,15 BC 0.82 Ven(TL) •0.84 12 -14 >600 BCLL 0.0 Rep Stress Inc, NO WB 0.38 Hor7(TL) 0.08 10 Ma C 141 Ib 6CDL 8.0 Code BOCANANS195 (Matrix) 121 L C LL Min Ifdell = 360 Wel gh LUMBER -- - -- - BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -11 -15 on center purlin spacing, BOT CHORD 2 X 4 SPF 1650E 1.5E BOT CHORD Rigid ceiling directly applied of 10-0 -0 on oehter bracing. WEBS 2 X 4 SPF Stud 'Except` W3 2 X 4 SPF No.2, W3 2 X 4 SPF No.2 WEDGE Lef: Z X 6 SPF No.2, Right: 2 X 0 SPF No.2 REACTIONS (ibtsize) 2 =164010 -3-8, 10= 1836)0 -3 -8 Max Herz 2=- 143(loed case 2) Max Uplift22- 164(load case 4). 10 =- 163(load case 4) FORCES (Ib) • First Load Case Only 9.9= -2052, 9 -10= -2378. 10 -11 =54 TOP CHORD 1 -2 =54.23= - 2387.3-42 -2080, 4 -5 =-1954, 5-6= -2068, 8.72-2049. 7.8= -1955, BOT CHORD 2.141904, 13 -101265, 13.15 =1285, 12 -15 21265. 10.12 =1897 WEBS 5-14 =•362,7 -122. 362.3.14 = - 280,6-14 = 891.6 -12= 876.9 - 122.261 NOTES 1) This Truss has boon chocked for unbalanced loading conditions_ 2) This truss has been designed for the wind loads generated by 90 mph winds al 2511 afro a ground level, using 6.0 psf top chord dead load end 5.0 pal bottom chord dead toad, 100 mi from hurricane oceanllne. on an occupancy calegory I, condition 1 enclosed building, of dimensions 45 0 by 2411 with exposure B ASCE 7.93 por BOCA?ANSI95 If end vedicals or cantilevers exist, they are exposed to wind. 11 porohea exist, they are not exposed to wind The (umber DOL increase is 1.33, and the plate grip Increase i6 1.33 3) All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss 10 bearing plate capable of withstanding 184 Ib uplift at loin12 and 163 Ib uplift at joint 10. 5) This truss has been designed with ANSIITPI 1.1995 criteria. LOAD CASE(S) 1) Rogular: Lumber Increase =1,1S, Plate Increase =1.15 � � -1/1- Uniform Loads (pa) ) Vert: 2 -14= -12.0. 13- 14 =- 32.0,1345 G 12-15= •12,0. 10.12 =-12.0, 1 -2 = -74 0, 2 -32.74 0, 3.4= -74.0. 4-5 =-74,0, 5.6 =- 74.0,6 -7=- 74.0,7 - 8'-74.0,8.92- 74.0,9 -10= -74.0, 10.11= -74.0 "` _ 1 2) Wind Left: Lumber Increase =1.33, Plate increase C`` �� Uniform Loads (0) v Vert: 2 -142-10.0, 13- 142.8.8.13- 1 5 = -8,8, 12 -152 -10.0. 10- 12= .100.1.2 2. 3=2.0, 3.4 =2.0, 4- 5 =2.0, 5 -6 =2 0, 8- 7215.5, 7- 8215.5.8 -9= 15.5.9.10 = 10- 11 HOra; 30,9.2 - =. 12.0, -4=- 12.0,4 -5=- 12. 0, 5- 6=- 12- 0.8-7925.5.7.8 =25'5. =25.5,9 10=25.5, 10.11 =44.3 �� r -.t p j'- m 7 �rl SJ 3) Wind Right! Lumber Increase21.33, Plate Increeae=1, Uniform Loads (p11) Vert. 2-14=-10.0, 13.14 2-8,8. 13.15=- 8.8,12 -15= -10.0. 10.12= -10.0, 1 -2 =34.3,2 -3 =15.5,3- 4=1 - = 5- 6215.5, 6.7 22.0, 7- 8=2.0, 8.9 22.0, 9- 10 =2.0, 10 -11 =20.9 Hord: 1 -2 =- 44.3, 2.3 =- 25.5.3 -42. 25.5.4- 5 6.62- 255.6 -7 =12. 7 -8 =12 0, 8.9= 12.0.9- 10+12.0, 10-11 =30.9 4) 1st Wind Parallel: Lumber Increase =1,33, Plele Increase=1.33 Uniform loads (pit) Vert 2 - 142.10.0, 13-14 2-8.8, 13- 15 =-8.8. 12- 15 10.12 =400, 1- 2=34.3. 2- 3=15.5.3. 4215.5.4 = - 5- 6 =155 , 8- 7215.5. 742155, 8.9 =15.6, 9 -102 15.5.10.11 Herz' 1 -2= -44.3, 2 -3 25.5, 3-4= -255, 4 -5 =- 25,5. 5 - 6 9 .25.5, 6 - =25.5. 7 - =25 5. 8 -9 =26,5. 9 -10 =25.5, 10.11 =44.3 5) 1st unbalanced Regular Lumber Increases .15, Plato Increase Uniform Loads (p10 Ver1:2-14= -12, 13.14 2- 32.0, 13-152-32.0, 12-15=-120.10-122-12.0, 1 -2= -74.0,2.3= •74.0,3 -42- 74.0,4 -5= -74.0, 5 -6 =- 74.0,8 -7 = -14 0,7 -8 =- 14,0.8 -9 0,9 -102- 14.0,10.1 6) 2nd unbalanced Regular: Lumber Inoreass Plate Increase = 1.15 Continued on page 2