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Revisions
<br /> No. 1 C}ate 07/15/�0�9
<br /> Description
<br /> Relocate{2} S#eel Framed dpenings;
<br /> Delete (5) Windaws t�n 3�'Wall;Add
<br /> �1} Window Qn 20' Wa(1, Prep
<br /> Drawin s Far Calcs.
<br /> Na. 2 Date 08/15/20�9
<br /> Description
<br /> Modify Building Tt� Meet Engineer's
<br /> Specs For Calcs.
<br /> 2 x 4 SEISMIC GRID
<br /> SEIS�IC �RID ACOUSTI�AL CEI�ING BRACING IN�TRUCTIO�S �v�. o�t�
<br /> Description
<br /> f-' r--- ' ��� d� "} 1} A�.. T1E WIRE BRACING IS TO 8E ATfACHEO TO THE M�A1N RUNNER AT A MAXI�i1J� OF 45' TO
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<br /> J 1._a,.� � .�_ �'._,,f: , r, _ , .r_� ��5 r1 r ✓"�.�.•'�'{""�'��..�_,.:b�'�=ral f!� !,f'}' r�s.�. # r,,,�_ �.
<br /> �"�" - THE PIANE 0� THE �EIL.�NG,
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<br /> �� ` ; � i � � i�� 2) A��. BRACING WIRE� TQ BE TAUT AND TIED BOTH END� WITH A MINIMUM 4F THRE� {3} TURNS. No. Date
<br /> 3} WHERE CE1�.ING IS NaT SUPPORTING INTERIOR PARTITIQN5, CEII�NG BRACENG SHALl. BE PRDVI�ED Description
<br /> WI�N FOUR N0. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES QF THE
<br /> �.;� � � __ � � � ; CROSS RUNN�R INTERSECT�ON AND SPLAYED 90 DEGR�ES FR{}M EACH �THER AT AN ANGLE
<br /> ��
<br /> �� , � I � �. NOT EXGEEDING �� DEGREE� FRQM THE P�.ANE OF TH£ CEIUNG. A S1RUT {ADEQUATE TO
<br /> � � RESIST THE VERTICA� COMPONENT FRUM tATERA�. �OADS) FASTENED TO �HE MAIN RUNNER
<br /> _ r, �._ �' T� _ _ SH��L BE E�(TENDED TO AND FASTENED T� 1'HE S1I�l�GTURAI,. �IEMBERS OF THE ROOF' OR
<br /> �
<br /> � ; ' FLOOR ABOVE. TNESE HORIZt}NTAL RESTRAINT POINTS SNAL.L 8E PLAC�D 12 FEEf O.C. IN
<br /> �
<br /> ; BUTN DIRECTIONS WITN THE FIRST PQINT WITNIN 6' OF EACN WAII. � �
<br /> � -�� � � � � � � ;�_ � _�-�� � co �
<br /> �� �4- _ } ��. � 4� EVERY CROSS TEE AND f OR MAIN RUNNER RUNNING INTt� A WALL MU�T HAVE AN INDEPENDENT � Q � o� �
<br /> �3 ��- ��9 �� 12 GA. WIRE WITHIN 8" OF TNAT WA��.. _� w `'' � �
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<br /> � < , _ �r� 5} UGNTING FIXTURES REQUIRE �2} 12 GA. SPl.AY WIRES CONNECTED FR�M THE FiXTURE NOUSING � �o � � �
<br /> / II �� ' , � { -;-- —� � � + �;,� TO THE STRUCTURE ABOVE. �,� —� oc � � E
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<br /> -�—MAIN R�NNER SUPPORTS: �{ ' �#; 6} TFIE INSTRUCTIONS ABUVE CONFQRM fi0 A��1'M E-580 ST'AN[}ARDS. � � p �' � o
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<br /> I �2 GA V1/1RE a� 4 a.C. R� _ � , � ; _ , __ -;�-�- � <; 7} INQEPENDENT CEILINGS OF 144 sq. ft, OR LESS, D� NOT REQUIRE SEISMIC BRACING CONNECTIONS � a � � �
<br /> 8" MAX. �� O R 1� G A. W I R E � 5 �J.�. � w<.� � �
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<br /> HEAVY DUTY MAIN RUNNER �� � I-- �� �����: � �' �' � `�
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<br /> � ! `�� F�ATTEN E�A�H END 8� SCRE� W 1 � SCREWS
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<br /> 2 MIN�:� :;r �� l �
<br /> °`�� •••` � � �Y INTO �RID 8c �10 S�RE� INT� DE�K. MAXI�UM �
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<br /> SEISMI� �AL� AN�L� DETAIL ��� �< _ T�BE LEN�TN !S 2�-" �,,,�
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<br /> � 12 GA. S�LAYED TIE WIRE BRACIN�
<br /> �.�i , , _ � � , ;� � AT 12,_�,t �.�. AT A� ANGLE OF I�u
<br /> 4 �-5' MAXI�UM L�
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<br /> ���.�-- ����� f�" � . � a � : � �, ���{� The seal(s} and signature{�) apply anly to the documents to Drawing Titls
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<br /> � ; . �' � ° ,� ._ .� �R� . . ,„,"�, ,�� ' . r�sponsibl�l��y for al� other plans, specifications, est�mates, �i�l���l �I"Id Lc'� OU�
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<br /> ��{ � , � •.�., `"�: ° ! � re or�s ar other documents or instruments relatin to or
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<br /> ��� ��{ �`''``'�— ` ; �. ,�.�� �` , k a intended �o be used for an� part or parts of the arch�tectural Jt�b No.: 4��33
<br /> ���� � � � , # _ ? � " . � or en in�erin ro ec�. It �s not the �n�ent of �his �eal to cover
<br /> �� � � ' �� any part of th�electrical or me�hanical elements of this projec�. �he�ked By:
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<br /> ,���� �a �'��� .�C��,.` .� Drawn By: �'1.W. 1 �.I'Tl.
<br /> � !� a; , /� 1r 1110 Westmark Drive
<br /> ° '' '�...� {��� ���1�✓ �������Jl, Sain� Louis MG� �i3131 �ate: (J71091�Q19
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<br /> ''�i�`���� �'°`� �� & ASSOCIATES 314-835-1224 Sca1e: N.T,S.
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<br /> �� �. ' �. .t.. .=z:. � Sheet No.
<br /> �, � - STRLTCTURAL EI'�1�'rINEERS mc�inni���ructura�,com
<br /> . . . . �` . 8�'� �/��}"'� �
<br /> PROFESSIONALL� LI�ENSED IN ALL 5{� STATES
<br /> li�IcGINNIS PROJE�T No.; 26213 2
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