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S <br /> Revisions <br /> TWO 3/8" <br /> STEEL BOLTS ASTV A500 GRADE B <br /> y---; <br /> III 2: <br /> --- <br /> CONTINUOUS WELD 6„_8„ ASTV A36 STEEL PLATE r, <br /> SEE TABLE FOR SIZE 1 ' 00 �'' sr <br /> Fxx= 60 ksi LU <br /> �� 2_ <br /> t1 ` -' <br /> z~ <br /> ilia <br /> Allowed on 1 A a <br /> Moment Max Constrained Nate Plate Stub Stub Minimum E'-” <br /> �wd- <br /> T-----T Capacity Footing Size Size Thickness Post Size Post Size Weld Size <br /> O OIbf*ft! d(in) Aint1(in) Bin t2(in) (in) z�-o <br /> 1 , 00 / 624 21 8 0.375 2.5 0.125 0.125 "in ¢w � <br /> 1065 24'=, 12-:, 0.375 2.5 0.125 0.125vwi w a <br /> tn <br /> 1706 27 11 0.5 2.5 0.125 0.125 .. <br /> 3 A 2600 30 17 0.5 2.5 0.188 0.188 - 8 o a_m <br /> 3365 32 14 0.625 2.5 0.25 0.25 w <br /> � J <br /> t2 t Base Plate and Stub Post Specifications <br /> °� f <br /> HA 1/2"0 GALVANIZED HILTI KWIK <br /> ® BOLT TZ W/ 2" OF EMBEDMENT <br /> WELDED N ❑MENT RESISTING STEEL BASE PLATE <br /> ALTERNATIVE TO POST EN3EDNENT IN CONCRETE E❑ NTING <br /> THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WI H TH - ' EQUIREMENTS <br /> IN DETAIL M5 ❑F THESE PLANS AND FABRICATED IN ACC❑R IANC �� W/ 201 '. IBC SECTION <br /> 1704,2,5,1 BY AN APPROVED FABRICATOR TO THE SATISFACT I ON IiF HER I ODE OFFICIAL Carl Putnam, P. E. <br /> 3441 IVYLINK PLACE <br /> stip PROFF LYNCHBURG, VA 24503 <br /> ��G cSs CARLPUTNAM@COMCAST.NET <br /> GANEF, 'c2 i 0NAL FN�i C , L PLrvl'it <br /> 4 -9 , '�� ��j 4A,_ <br /> �' 7258►'E < Q '� �x; i - /brown By CMP \ <br /> 121 ' 11009 : fir; Cheek By CMP <br /> ORE I.ON ,rf;; <br /> Feb 14 2017 ��, ` • A 39660_ Data <br /> 0 31 20 Q`r '�c7sT c' ' <br /> �9LPU i' `O s AAL U1 Filename <br /> N� A. .1 (�`��� st0 ' � I Mlsclb.DWG <br /> P ( \scale NTS Page f <br /> • EXPIRES:DEC 31,2I <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 90 of 98 / <br />