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L6" x 3 1 /2" x 3/8" STEEL ReVISIOI�S <br /> � ANGLE x 4 1 /2" LONG <br /> HILTI KWIK BOLT TZ—�5/8" TYP. (SEE DETAIL BELOW) ' <br /> EMB. = 4" No. Date <br /> Description <br /> 6" <br /> No. Date <br /> (6) �12 x 1 1 /4" 1 1 /2" 3�� 1 1 /2" Description <br /> TEK SCREWS, TYP. <br /> 1 /2" <br /> No. Date <br /> Description <br /> ii — — � <br /> ONo. Date <br /> (2) 1 /8" x 1 " x 6" BAR <br /> (SPLICE PLATES) Description <br /> - (2) 7/16"� HOLES ' <br /> ; : <br /> _.� � � ._��.w��_. <br /> #12 @ 12" O.C. <br /> SS3500 CORNER POST „ „ „ „ „ „ � <br /> WIRE STUD (2) 1 /8 x 1 x 6 BAR L1 1 /2 x 1 1 /2 x 1 /8 1 .5—B22 STEEL � E <br /> (SPLICE PLATES) (RUNS LENGTH OF BUILDING) CORR. ROOF DECK ar�,; � � � <br /> 0 <br /> „ (ESR-3818) , �� w M N � <br /> STUD ANCHOR FOR STUDS AT GRADE 5 - - � = o � � <br /> 1 � o � N � : <br /> : <br /> �� m `° o � E <br /> E A C H E N D O F S H E A R W A L L S �� � o ` <br /> SD2 Q � °° � � <br /> AS SHOWN ON SHEET A1 _ � ____ � Y� � ° T .`� � : <br /> #12 � 12" O.C. � -- � _ - �� Q � � � <br /> + TWO 12 C� .' � �:r Z � u'' �' <br /> BEAM CONNECTION 5 � w = � <br /> � � �� � W C") � Q- <br /> i � �.,j �r = l� � � <br /> � � R� � o � � <br /> � ' ��` � ¢ � � <br /> _ <br /> � o -' �� <br /> � � W 12 B EAM �,����'��� � � � � M <br /> � <br /> � � � a�f,� �`�, �--• Q �� . <br /> � � `� �r.:n,. . <br /> 7/ � '_ � X • <br /> ��J' l.Qi.. <br /> 16�, � � � �'�' <br /> �" � <br /> � � <br /> s � <br /> N � � � <br /> � � ,� U <br /> � , <br /> a , <br /> � � z : <br /> x �. <br /> i � � <br /> r <br /> 2 1 /4" � � <br /> �i ; � . <br /> � <br /> 3/8" TYP 5/8" 5/8„ �' <br /> W <br /> � � <br /> � � - <br /> � <br /> � — � � <br /> � <br /> � � <br /> � N �\ <br /> � �� E ���� �� . <br /> �'7 � a , � ' <br /> /�,� ,� t � �s� .�" 'a <br /> / �, � ��. �z � : <br /> 16 • ,� �` � � <br /> A<C, �� ���`�"� �3 a� o <br /> ��' , -�,..,.�^�� i--� � <br /> �. ',� . �,��;, � � <br /> SJ �a ��� o � <br /> ,� , <br /> ;� �� � �: <br /> ,, $' � �!�� � ` � :�� �,� , �� �-�� = :` The seal(s) and signature(s) apply only to the documents to Drawing Title <br /> � ��; � �:�� , : �.� _ -�� { which the are affixed and expressly disclaim any . <br /> 3 1 /2" 4 1 /2" { d � `"'r d � �y� P � P , � P � , S ecia Connection Details SS3000 <br /> u,� � ' � � � ~- res onsibi ity for all other lans s ecifications estimates <br /> � � � ", �'a' reports or other documents or instruments relating to or - <br /> `' � � � intended to be used for an� part or parts of the architectural Job No.: 44233 ; <br /> �;�,, 'i �� or en ineerin ro'ect. It is not the intent of this seal to cover . <br /> AN C HO R AN G LE D ETAI L FO R SS3500 W I R E STU D � ����� �� : � ���f �.����� .� any part of the electrical or mechanical elements of this project. cnecked By. <br /> �� �� „ � ' ,��� ' Drawn By: <br /> � � amarshal <br /> Cut From L6 x 3 1 /2 x 3/8 = �'� � � ����; i <br /> ( ) ��� �. _ �� �� . 1i10 <br /> Westmark Drive <br /> � �, ���.� � � , a� C Saint Louis, MO 63131 �ate: 0�/15/20�9 <br /> , ��;�, <br /> A N C H 0 R S U M M A R Y ,- _ & assoclaTEs 314-835-1224 Scale: N.T.S. <br /> PART QTY DESCRIPTION LENGTH � a - 8/15/2019 STRUCTURAL ENGINEERS mcginnisstructural.com Sheet No. <br /> s25o2s2 0 3/8" SEISMIC HOLD DOWN CLIP PROFESSIONALLY LICENSED IN ALL 50 STATES <br /> S120065 0 �1 /2" EXPANSION BOLT W/NUT & WASHER 4 1/2" <br /> McGINNIS PROJECT No.: 26213 0 � <br />