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Job Truss Truss Type Qty Ply <br />' 6998 A2 SCISSOR 8 1 A J's CONSTRUCTION <br /> � ams ,g a ena s-ga . 0 s ay i e n us nes, nc. n ar . . age <br /> 11-6-0 23-0-0 <br /> � � <br /> 11-6-0 11-6-0 <br /> 4x5- <br /> 3 <br /> 3.98�iZ <br /> 3x4 s 3x4� <br />� � <br /> 2 4 <br /> � � <br /> 5x8- <br /> B 8 d' <br /> sI zXa,� 2xa„ Is <br /> d d <br /> 3x7= 2•00�TZ 3x7= <br /> , 11-6-0 , 23-0-0 , <br /> 11-6-0 11-6-0 <br /> 2-0-0 23-0-0 2-0-0 <br /> LOADING(ps� SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP <br /> TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.30 7/6 906 M20(20ga) 258/216 <br /> TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(fL) 0.55 7/6 490 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.29 5 Na <br /> BCDL 10.0 Code SSBC Min Length/LL defl=360 Weight:101 (Ibs) <br /> LUMBER BRACING <br /> TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-6-7 on center puriin spacing. <br /> BOT CHORD 2 X 4 SYP No.2 BOT CHORD 1-8:4-9-9,7-8:4-9-9,6-7:4-10-11,5-6:410-11. <br /> WEBS 2 X 4 SYP No.3 <br /> REACTIC�NS (Ibs/size) 1=937/0-8-0,5=937/0-8-0 <br /> Max Ho2 1=27(load case 2) <br /> Max Uplift 1=-501(load case 2),5=-501(load case 3) <br /> FORCES <br /> TOP CHORD 1-2=-3324,2-3=-2427,3-4=-247.7,4-5=-3324 <br /> BOT CHORD 5-&=3169,6-7=3169,7-8=3169 1-8=3169 <br /> 1AlEBS 2-8=112,2-7=-822,3-7=1235,4-7=-822,4-6=112 <br /> NOTES <br /> 1)This truss has been designed for the wind Inads generated by 100.0 m.p.h.winds at 15.0 feet above ground level,using 5.0 p.s.f.top chord dead load and 5.0 <br /> I p.s.f bottom chord dead load,30.0 miles from hurricane oceanline,an a category i enclosed building,of dimensions 45.0 by 24.0 with exposure C(SBCCl/ASCE <br /> 7-93). Lumber Increase= 1.33,Piate Increase= 1.33.No end verticals are exposed. <br /> LOAD CASE(S) Standard <br /> ��»���t��rr <br /> �� fh <br /> ti+`�� R• ���IQ�'��i <br /> ,,• .� e,,. 4 . <br /> �,�*`;�` •`.�`Flr_ �*<;5�. <br /> . '� �•c, '� % <br /> 33 �6� : <br /> ~�:U�12+/•321 �° M. <br /> � � �� <br /> � F ^L � J �+�e <br /> .Ci1\�E Q{' /y <br /> I o n,/;� ti <br /> 4 <br />� "'.,��,�.���o o{a;s�L4'\��`�•` <br /> ��''��S��i i i t�����`�\` <br /> MAR. 1 2 1996 <br />