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• .... (,,,,.. <br /> , , ,•-• <br /> i Revisions <br /> TWO 3/8" <br /> STEEL BOLTS ASTv A5C0 GRA _I E 3 <br /> ,.j <br /> CONTINUOUS WELD6„_8„ ASTM A36 STEEL PLATE ,____. <br /> 1200 <br /> v):::---,- <br /> r:-k- <br /> SEE TABLE FOR SIZE L11�, 03 <br /> Fxx= 60 ksi a r-1 <br /> /1. i. <br /> ■ <br /> Allowed on z 4cE <br /> 0 <br /> Moment Max Constrained Plate Plate Stub Stub Minimum D(----' -1L ;-1. <br /> .., <br /> T-7Capacity Footing Size Size Thickness Post Size Post Size Weld Size („-4 <br /> O O Ibf*ft dA(in) tl(in) B(in) t2(in) (in) u ) (Az>-o <br /> (lbf*ft) (in) z¢ o <br /> 1 , 00 ” t .;= o� <br /> z <br /> 6Z4 21 8 0.375 Z.5 0.125 0.125 ¢ M <br /> 1x65 24 112 0.375 2.5 0.125 0.125 >a <br /> 1706 27 11 0.5 2.5 000...111222555 <br /> .125 0.125 " <br /> IEJ B A 2600 30 17 0.5 2.5 0.188 0.188 <br /> 3365 32 14 0.625 2.5 0.25 0.25 J <br /> ± 2 Base Plate and Stub Post Specifications <br /> O • <br /> 111D AH 1/2"0 GALVANIZED HILTI KWIK <br /> BOLT TZ W/ 2" OF EMBEDMENT <br /> W -L1E1 VCNE\ T RESISTI \ G STEEL SASE PLATE <br /> ALTERNATIVE TC POST EN3ENE \ T I \ CONCRETE FO TING <br /> THE WELDED POST BRACKET MUST BE VERIFIED TO COMPLY WI H TH, EQUIREMENTS <br /> IN DETAIL M5 OF THESE PLANS AND FABRICATED IN ACCORLANC1 W/ 2015 IBC SECTION <br /> 1704.2,5.1 BY AN APPROVED FABRICATOR TO THE SATISFACT ION IiF HER CODE OFFICIAL Carl Putnam, P. E. <br /> 3441 IVYLINK PLACE <br /> nc PROp LYNCHBURG, VA 24503 <br /> t5'6' CARLPUTNAM@CGMCAST.NET <br /> �� v\GINEF /0 �S10NAL F�,! � 0L PL T,�,.i tf <br /> 72581 9r Q� � �� �' �. <br /> • 1' "brag <br /> � CMP <br /> a-1 21 , titof.L. <br /> Cheek' CMP <br /> ORE ON • 0Feb 14 2017 �, p 39660Date <br /> 0 <l'3i 20 \ P `GrsrEsN- ,�,. <br /> SAL PU NP RC ��� � �� SSfoNALe.:�� ' . Filename Misclb.DWG <br /> Scale NTS Page l <br /> EXPIRES:DEC 31,2s �0? <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 Page 90 of 98 <br />