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f. <br /> Job Truss Truss Type Qty Ply tj <br /> 6998 A1 FINK 1 1 A J's CONSTRUCTION � �� <br /> 4 <br /> , ams g a ena s-ga . s ay i e n us es, nc. u e . . age �, <br /> i <br /> ' ���6�� - --- 23-�-� - ' F: <br /> 11-6-0 11-6-0 � <br /> €: <br /> 4x5- � <br /> 3.96�iZ -Z � <br /> � <br /> i � <br /> a i �. <br /> � i. <br /> � <br /> 3z4 s 3x4; �`. <br /> $I Ig i: <br /> d <br /> y�g= 2x4�� 3x4= 2x8= <br /> �`. <br /> k <br /> 23-0-0 � G' <br /> I <br /> 23-0-0 <br /> 2-0-0 23-0-0 2-0-0 �' <br /> i+ <br /> - � <br /> � <br /> . t. <br /> L <br /> C <br /> Plate Offsets(X,1�: [1:0-0-8,0-1-8] f <br /> LOADING(ps� SPACING 2-0-0 CSI DEFL (in) (lac) Udefl PLATES GRIP �' <br /> TCLL 20.0 Plates Increase 1.25 TC 0.00 Vert(LL) 0.00 / •"• M20(20ga) 258/216 t <br /> TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 / "" �: <br /> BCLL 0.0 Rep Stress Incr NO WB 0.00 Horc(TL) 0.00 n/a '� <br /> BCDL 10.0 Cade SSBC Min Length/LL defl=360 Weight:709(Ibs) i <br /> E <br /> LUMBER BRACING ' <br /> TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed i t <br /> BOT CHORD 2 X 4 SYP No.2 BOT CHORD 3�:2-11-12,1-5:2-9-8,45:1-11-6. i � <br /> , OTHERS 2 X 4 SYP No.3'Except• ; ` <br /> : A3 2 X 4 SYP No.2,A4 2 X 4 SYP No.2 i ;.. <br /> , L <br /> FORCES � <br /> . � �, <br /> " NOTES I i� <br /> _ 1)Gable requires continuous bottom chord bearing. ; (� <br /> 2)Gable studs spaced at 24 Inches on center. ' i <br /> 3)Gable studs exceeding 72 inches Iength to be laterally braced at midpoint.For studs exposed to wind,see MiTek"Standard Gable End Detail". !• <br /> 4)Studs ta be fastened with 2x4 M20 plates. � � <br /> � � LOAD CASE(S) Standard II � <br /> . � � <br /> 4 <br /> I � <br /> ' • i � <br /> � � <br /> '� ```�1�111l�IIIIII���I , � <br /> , ``.�,,0.R: N p�Q.,,. <br /> • ,Q � � <br /> � � <br /> : - �O4'�.�Q,�(�F I p,q�.�i�� , <br /> ` ��j hb.321@8 tr� ` - � <br /> �+:. " � ` <br /> V'�-(i ..---� <br /> ' • �sta�o� ;'�.: <br /> , � <br /> R P,! �+ <br /> %�F�:.,(pRt�. ��y�� <br /> ��i�/�,'•••' '�� ♦ <br /> _ ;�'��;,t�CREDi��G��`.�_- _- <br /> _ _ _ <br /> : = MAR.�0.4 9996 ! <br /> _ , <br /> , � <br /> E <br />