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('-' -.-- <br /> r Ron* <br /> TWO 3/8' J <br /> STEEL BOLTS ASTM A500 GRADE B <br /> U <br /> CONTINUOUS WELD 6._8. ASTM A36 STEEL PLATE p <br /> SEE TABLE FOR SIZE 12, 00 Q} <br /> Fxx= 60 ksi � �_ <br /> A i <br /> Allowed on ( a o <br /> Moment Max Constrained Plate Plate Stub I Stub _ Minimum � .t'" <br /> _ — <br /> —17- Capacity Footing Size Size Thickness Post Size I Post Size Weld Size ""� p C <br /> 0 O (lbf*ft) d(in) W_. _ A(in) - ti(In) B(in) E t2(In) (In) }g <br /> 1.100# <br /> 624 21 8 0.375 2.5 0125 0.125 w <br /> z <br /> 1065 24 12 0.375 2.5 Q. 25 0:125 g W ka <br /> o <br /> " VJ If! <br /> 1706 27 11 0.5 2.5 ( 0.125 0.125 i _ ce in oa• <br /> B A 2600 30 17 0.5 2.5 0.188 0.188 0 0 0 <br /> minx`:9 <br /> 3365 32 14 0.625 2,5 I 0.25 0.25 J <br /> t7- Base Plate and Stub Post Specifications _ _ <br /> I <br /> __.r . _ �t1 PRQp <br /> o • <br /> col,puTA,, ���ti �c INF 5��� <br /> • w,isy 2580PE r <br /> o <br /> 1/2'0 GALVANIZED HILTI KWIK � ., Qx <br /> BOLT TZ W/ 2' QF EMBEDMENT AR <br /> � ' 05;1,,INM5 .- c.��, 3a w� , � � Fa �Rie zoa <br /> est0NLX41 <br /> WELDED MOMENT RESISTING STEEL BASE PLATE 121 <br /> 2 PIRES:D' 81,2098 <br /> ALTERNATIVE TO POST EMBEDMENT IN CONCRETE F❑❑TING 10 <br /> THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WITH THE REQUIRE + 1 SEP 212017 <br /> IN DETAIL M5 OF THESE PLANS AND FABRICATED IN ACCORDANCE W/ 2015 IBC S . ON <br /> 1704,2,5,1 BY AN APPROVED FABRICATOR TO THE SATISFACTI❑N OF THER CODE OFFICIAL Carl PutnnA, P. E. <br /> 3441 IVYLINK PLACE <br /> LYNCHBU RG, VA 64503 <br /> CARLPUTNAMICGMCAST.NET <br /> eon Ri CMP <br /> ch.*Mr <br /> CMP <br /> Mb <br /> Num" <br /> Mlsclb.DVG <br /> 0 Four Seasons ICC ESR 1953(2015 IBM 1128/2017 P <br /> S J NTS IP <br /> age 90 of 99 <br />