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<br /> m � � -- 4 TIGHT TURNS MIN. WITHIN 1 12 GA. SLACK SUPPORT
<br /> �-- LATERAL BRACING AND ' — { )
<br /> Q � VERTICAL STRUT � WIRE 1/2" AT EACH END QF WIRES AT DIAGONALLY
<br /> � � PRaVIDE Ct�Ur�TER SLOPE
<br /> HANGER, SEE DETAIL 3 HANGERS WHERE HANGER QIAGQ�IAL WIRE, TYP. OPPOSITE CORNERS QF
<br /> �' - 12 GA VERTI�AL WI�E HANGER FIXTU�E. (PROVIDE AT �LL 4
<br /> �, TYP. WIRE HANGER C� 4'_�" !S �1QRE THAN 1 :6 OUT OF �
<br /> PLUMB 4�a ��� CROSS RUNNER CORNERS OF 4'X4' LIGHT
<br /> MAX, �.C. 12 GA, W/ MIN 3 FlXTURES, IF ANY.
<br /> TIGHT TURh1S I�! 1 1/2" (Ey PLIJMBlNG 9�OQ a 11 GA. MIN. WIRE BRACING, TYp IN 4
<br /> MECH. DUCT DIRECTIQNS, KEEP 6" CLEAR OF ANY CEILI�IG HANGER WIRE
<br /> UNBRACED HQRIZONTAL PIPING OR
<br /> MAIN RIJNNER, IYP. � (E) BLDG. STRUCTURE SECURE ALL H,4NGERS T� BLD�. p���a��
<br /> q.,_p» M�,�, (}.�, �; �� STRUCTURE C}R PROWIDE T-BAR CEILING GRID
<br /> `A��� ,' 48 AX• TRAPEZE OF 2 - 1 �" �`� ���U�dE VERTICAL STRUT-ELECTRI�AL METALLIC A 0 S C
<br /> �OLD-RQLLEd CHA�JNELS TUBING (EMT) SLIPPED �VER VE�TICAL C lJ TI AL TILE
<br /> VERTICAL STRUT ' SUSPENDER WIRE AND CUT Ta FIT SNUGLY
<br /> � BA�K-T�-BACK @ DUCTWORK �C
<br /> � C�OSS RUNNER, TYP. '� AGAINST B�TH SUPPQRTING ST�UCTURE ABOVE
<br /> �, WIRE HANGER � OTHER {�SSTRUCTIaNS, TYP. AND CEILI�IG RIJNNDER �ELC1W AS Ft�LLflWS: PRDVIDE PQSITIVE ATTACHMENT OF
<br /> � PERIMETER CRO�S TEES FIT BTVV. MAIN � '' FIXTURE TO GRID WITH CAPACITY
<br /> w �= ��7NTINUaUS RUNNE� �-s�� � �EMT e MAX. LENGTH EQUAL TO WEIGHT OF FIXTURE
<br /> � — '� �/4° ;5'-2", ACTING IN ANY DIRECTION
<br /> � A�1GLE Q �, M�IN RUNIVERS �
<br /> oF, r�i PERIMEfER �-{- �,� ��_�,� NC�TE:
<br /> ;A��3 ' �.��. 1 . FQR WEIGHT LESS THAN 56 LBS. Q�lLY.
<br /> '{ � NgTE: BRACING WIRE �-� t � 4" �$' ��s°'��
<br /> � � � � SEE DETAIL 3 CONTACT ARGHITECT IF FIXTl1RE WEIGHS MORE
<br /> 8" MAX. TYP. BETi�t1EEN 1 . CQNNECT RUNNERS TO NO MORE THAN TWtJ OR UP TO 6'-8" USE: 3 1/2" X 1 1/4" 25
<br /> o �--- ADJACENT WALLS. PROUIDE SLIP-JQINT INITH MAIN RUNNER GA STEEL STUD ATTACHED TO RUNNER INITH THAN 56 LBS.
<br /> i HANGER AND WALL ��'2" SEPARATION AT ALL OTHER WALLS, 2-�10 SCREWS AND STRUCTURE ABOVE WITH
<br /> �
<br /> `� 2. FOR LIGHT FIXTURE SEE DETAIL 4 WHERE 3/16" DIAMETER POWDER �RIVEN PIN OR
<br /> OCCURS. 2-#10 S�REWS
<br /> T�P���C� � �� � �(-I P'� EL � iL.l �l� ��ISP'Ei�D ���►U�. �L�. �US�'E�IDED A�C�U�. �L�.
<br /> PI�A�I � �.ATEF�.AL E3F�ACIf�C 2 LAT��A�L B�4�I �J � � LIGHTlNG �R ME+�H . FIXTUR� 4
<br /> r�Ts - A513 �Ts - A513 NTs - A513 �Ts A513 A513
<br /> STR�lCTURE AB(7VE
<br /> UNIVEftSAL CARRIER . �
<br /> VERTICAL WIRE HANGER ;/' CO�iC. flR CONG. FILLED SEl`OND �
<br /> ANCHOR WITH MI�1. METAL DECK
<br /> WITHDRAWAL TE�ISION � .. � � �
<br /> CAPACITY OF 100 LBS. OR 2-Q.145"�X1 4" LONG DRIVE .
<br /> HIGHER, TYP. PINS
<br /> BRACE 4'-0„ �},C. (� � �} � ,
<br /> = ALTERNATE BRACE QIRECTI�N
<br /> C�NC�ETE, STEEL OR W��D SEE TABLE BELOW F(�R TYPE . , -
<br /> SUBSTRATE Q
<br /> ..-, _
<br /> BRACE ANCHOR WITH MIN. � �
<br /> C(7M�INED WITHDRAWAL TENSIQN p . � � �
<br /> AND SHEAR CAPACITY dF 325 � FASTEN BRAGE TO T0� TRACK
<br /> LBS. SH�RT DtJRATI�N �� W/ 2-#12 SELF TAPPING FIELD CUT BOX 4 _----��`��~
<br /> ADJUSTMENT MAY BE USED IF c�� ���EW� PANEL SIDE - � , �. �
<br /> PERMITTED BY PRQDUCTS �, 1 UVALL ANGLE
<br /> EVALUATIaN REPORT LISTING T- WALL PARTITION HOLD DOWN - � ��
<br /> 3 TIGHT TURNS MIN. 4 TIGHT TURNS MIN WITHIN 1 HEIGHT T� STRU�TURE (H) ���E s�z� �
<br /> „ l!P TO �>_9„ 3 5/8� X 1 1 f 4" X 25 GA STL STl1D
<br /> WITHIN 1 2„ �F EYE, TYP. � OF EYE, 11'P. �'—s° To �"-a" 3 �/a" x � �/4" �c 2o cA �rL sna�
<br /> METAL PLAN �C CEILING WITH
<br /> HAN�ER ATTACHM�NT � PARTITI�N Bf�A�E � WL� VENEER - CRC)SS SECTIC�N �
<br /> NTs A513 A513 �Ts - A513 NTS — A513
<br /> HQX $ PANEL BOX 2 PfiNEL DEEP BOX � PANEL , , � . . .
<br /> 9 DEEP BUX SI�E PANELS ' �
<br /> A 13 � � . � BEY�ND � � �
<br /> O Q C� Ca C� . � . �
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<br /> NI� • . .
<br /> r=-,� � .
<br /> � � ,
<br /> � �.-
<br /> . � . .
<br /> � � 1 "X 1 " WALL ANGLE, .025" ,,._--- , ,
<br /> � � � � � � ALUMINUM, TYPICAL � ��
<br /> 1 „X 1 " WALL ANGLE, .025" „ � � . � �
<br /> � WALL ANGLE TO REST �
<br /> ALUMINUM, TYPICAL � �
<br /> � � 8EL4W DEEPEST BQX
<br /> � �ANEL SIZE
<br /> WALL ANGLE TO REST � ' �048�
<br /> BELt�IN DEEPEST BOX �
<br /> � REGISTEREC?
<br /> U . ;,��;�,���,��!� ARCHITECT
<br /> LT I B C)� ETAL P LAI�J �C PANEL SIZE M �TAL L.A�I ��I L I�� - i��:L� ",��� � y�''(-°�g�{�p,,T'
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<br /> � � LI � _ ��V�� �E��I�� � L��� IT� � I � � �EVTIV� 9 : � STAE (7FWASHINGTON� �` �
<br /> '�Q� �� "� ��� �'��`�'�� ���'�� ��� �
<br /> NTS — A513 �TS — A513 �,+�`1"��!�� °1�+���1��! ��� ����� �
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<br /> SYM REVISION BY APPROVED DATE SYM REVISIflN BY APPR6VED aATE AWN DA SUBTITLE CURRENT REVISION SYMBt�L f�ATE Q,
<br /> (} ISSUE FOR CC}NSTRUCTION KEB GRK i 1 j26/14 ACCEPTABILITY IiEN i 1 26 14 `
<br /> THIS L3ESIGN AND/OR GHECKED DETAI�.S � ������4 �`�'
<br /> 5PEGIFlGATION IS APPROVED ��K 11 26 14 sHE�r �
<br /> � � � �TLE 40-27 BUILDING �
<br /> APPROVE[7 8Y DEPT. DATE ��K 1 1 �F� 1�
<br /> CHECKED
<br /> APPROVEQ BUILDIN� 4Q 027 �
<br /> _ �ae Na. cor�� No. �
<br /> 15477651 Y
<br /> �
<br /> ap��avE� ARCHITECTUftAL MASTER EVERETT, WA °wc No. 4{�-027-A513
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