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Revisions <br /> TW❑ 3/8" <br /> STEEL B❑LTS ASTM A500 GRADE B <br /> C�"��; <br /> � . <br /> �!-� . <br /> C�NTINUDUS WELD 6„_8„ „ ASTM A36 STEE � P � ATE �'-_ � �, <br /> SEE TABLE ��R SIZE 1 � � 00 �`�� j} <br /> � . ._ 0 3 <br /> �xx= 60 ksi t1 �`�` �J <br /> �Q <br /> Z� <br /> Allowed on � ��--: �o <br /> A <br /> Moment Max Constrained Plate Plate Stub Stub Minimum �� �w� <br /> �-_ ' <br /> Capacity Footing Size Size Thickness Post Size Post Size Weld Size �} ��� <br /> � � (Ibf*ft) d (in) A(in} tl(in) B (in) t2 (in) (in) `�' +�� z Q>-o <br /> � z <br /> � �i' <br /> 1 O 0 �� 624 21 S 0.375 2.5 0.125 0.125 �w � <br /> � 1Q65 24 12 0.375 2.5 0.1Z5 Q.125 . ¢~Y� <br /> vwi jou`�-� <br /> 1706 27 11 0.5 2.5 0.125 0.125 ��=z��`� � <br /> ��aa � <br /> B A 2600 30 17 0.5 2.5 0.188 0.188 a o o� <br /> �u�= ., <br /> 3365 3Z 14 0.625 2.5 0.25 O.ZS <br /> t2 � Base Plate and 5tub Post Specifications <br /> O <br /> =- A 1/2"� GALVANIZED HILTI KWIK <br /> M5 B❑�T TZ W/ 2" ❑� EMBEDMENT <br /> WELDED M ❑ MENT RESISTING STEEL BASE PLATE <br /> A � TERNATIVE T❑ P � ST EMBEDMENT IN C ❑ NCRETE F� ❑ TING <br /> THE WELDED POST BRACKET MUST BE VERI�IED T❑ COMPLY WI H TH EQUIREMENTS <br /> IN DETAIL M5 �� THESE PLANS AND �ABRICATED IN ACC❑R ANC W/ 201 IBC SECTI❑N <br /> 1704,2,5�1 BY AN APPR�VED �ABRICAT❑R T❑ THE SATIS�ACT ON F HER ODE ❑��ICIA� Carl Putnaro, P, E, <br /> 3441 IVYLINK PLACE <br /> cj����GP(VE F�ss/ �(A� P�.`� CARLPUTNAM C�MCAS NET <br /> ��� �c� F O� �j�� Fj1/�'� `,,�t ti:�., ����'t� <br /> 72J� E 9� e� � Z� `C� -r. <br /> '� �~ � ': <br /> /�• �� . �� o�o,.� er CMP <br /> -1121 � Check By <br /> Feb 14 2017 � ORE o�v � , � � <br /> CMP <br /> � �0 � � i!�5E(� �� �� Date <br /> cq Y 31 2 P� 9rF �o�� J� ����s�tiR� .�. <br /> 9� PU N R L �,� �` 's;;ra t'�1�� Fllename <br /> � AL. Mlsclb.DWG <br /> Seale NT$ Pa9a t <br /> Four Seasons ICC ESR 1953(2015 IBC) 1/26/2017 EXPIRES:DEC 31,2 <br /> Page 90 of 98 � <br /> . -' ��/3 � <br /> _�� <br />