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__ __ _ _ _ _ _ _ _ _ _ ------ —
<br /> 2 'x 25 GA. MTL STUD FRMAING ` T Key Plan:
<br /> �
<br /> � 16'O.C. PROVIDE DIAG ',
<br /> �
<br /> BRACING AS REQ'D ' .
<br /> I
<br /> HANGER WIRE AS � 12 GA HANGER WIRE - STRUCT
<br /> REQUIRED - AT 2'-0"O.C.,TYPICAL #12 GA SPLAY COMPRESSION
<br /> C i BRACED WIRES - ---- ` STRUT '"��
<br /> ,
<br /> I S"MAX � �I �`� . #12 GA SPLAY �,��
<br /> . �I I � ' • � BRACED WIRES
<br /> BERC 2 Z , i
<br /> ,� ; I : � 8" MAX. �
<br /> SEISMIC CLIP � a j BERCZ + General Notes:
<br /> �/4�MIN � f BERC 2 SEISMIC CLIP x � � � � + ��. � All work to be camed out in accordance with ihe UK Building Regulations,BSI British
<br /> I REFER TO DETAII.5/ID5.2 � � � Standards,Local Water,Electrialy regulations and all other rdevant Autl�arities
<br /> ��� � � G�� ir� � � ��,• requirement concemed.
<br /> '� i�� ' � � ,,�u ( 0 � • ; All work to be carried out in a professional 8�workmanship like manner ar,cwding to
<br /> �� MAIN RUNNER Z V ( ; the plans 8 speafication.
<br /> , � �,��M W " ; Do not scale off the drawings unless otherwise stated and use figured dimensions in
<br /> ,: . ,
<br /> -- - — -_ . ; OR CROSS-TEE Q I ' preference.
<br /> — � — 5�`- �� � _ � � 0 �e ��' � AII dimensions are to be checked&verified on site before the commencement of any
<br /> ,� CLG. HT. REFER � � � ' 1 °� o � ' work,all dimensions&levels are subject to finai survey and setout.
<br /> - - - -�- - - - -
<br /> ��Q'R�--- — � ' � � �,/ ° e � � .' This drawing 8 design is the property of the design group nominated on this sheet
<br /> ' _ � � � � e ��� � and should not be reproduced either in part a whde without the written consent of
<br /> a 'i �i ____.,..� -_ , 718* a
<br /> � �� .. ;�g� !i � � � ° v Q . �� � � thisfirm.
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<br /> ' RCP � � Consultants:
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<br /> ACOUSTICAL � F + .. REFER TO � i I .� ,t,• :. .
<br /> CEILING GRID 8 � I' � � � o
<br /> TILES AS OCCURS. � ACOUSTICAL CEIIING I' I I °� 'f �~'
<br /> REFER TO � . TILE AS SCHEDULED �' I I ° o �
<br /> REFLECTED � � i I RU NER IWEB RESTRICTIGGH MAIN �,
<br /> N ,
<br /> CEILING PLAN SHADOW MOLDING,7YP�c� i ( I SEPARATION FROM WALL MOLDING � �
<br /> SHADOW MOIJLDING,TYPICAL � ' ! �°� �
<br /> ,
<br /> �-'� :.
<br /> PARTITION AS SCHEDULED ' MAIN RUNNER CROSS-TEE(REFER TO
<br /> _ ---_
<br /> ; __.�___.._.___.__._______�_..____�,__.r�__ _..___._ SPECIFICATIONS)
<br /> GYP.BD CEIUNG AS - -- '�'
<br /> OCCURS. RF�ER TO �� �-� ��
<br /> � � _ ��� � � C� �
<br /> REFLECTED CEILINC �� � r� � r� � c� u V '
<br /> PLAN '
<br /> ' -------- _ I MA� 8"M/�(
<br /> #12 GA HANGER WIRE
<br /> 16 ACT/GYP.BOARD CEILING TRANSITION DETAIL HT CHANGE WALL EDGE DETAIL AT ACT ATTACHED WALL TYP.AT PERIMETER - ,
<br /> 3„ = 1'-0" � 2 3�� = 1'-0" wn�ts �
<br /> _ _ ' I� MAIN RUNNER OF CROSS-TEE
<br /> ,, �
<br /> r � � 1
<br /> ��s: FIXTURE DRIVER � �. __. _ �
<br /> � _ -�- �� --�-� ,
<br /> 1. LATERAL SUPPORT SHALL BE PROVIDED BY(4)WIRES(12 GA MIN)SPLAYED IN FOUR ' � __ � ,' {; _� " �;� `1�-_ � '
<br /> � �
<br /> � - �
<br /> DIRECTIONS 90 DEGREES APART. CONNECT TO AAAIN RUNNER @ 2"MAX FROM SCHEDULED LIGHT �_ _- �- --_-_ _-_-- ACOUSTICAL TILE ------ --- -.l---_ _ _ _-_ __ ` r
<br /> CROSS-RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FIXTURE ���
<br /> FROM PLANE OF CEILING. INSTALL LATERAL SUPPORTS� 12'-0"INTERVALS EA 7 8" MAX_ ' ��
<br /> DIRECTION w/FIRST POINT�6'-0'MAX FROM EA WALL ACOUSTIC 4-400.
<br /> 2. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 47 OF THE UNIFORM BERC2
<br /> BWLDING CODE,WITH THE ADDED REC2UIREMENT THAT DISCONTINUOUS ENDS OF CEILING TILE REFER TO REFLECTED CEILING
<br /> CROSS-RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED(a�8'MAX v PIAN FOR DESIGNATION OF
<br /> FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL ��� o � OTHER EDGE DETAILS
<br /> 3. PROVIDE 1 1�"x 11�"x 20 GA ANGLE AT END OF EACH STUD TO CHANNEL ' "
<br /> - 8 GA VERTICAL WIRE ', � — -- — '�- --- _ ;; _ . � ' � .a
<br /> �4�-0��` � _.-.__.��__..-�._-.__ .. `__...�_.._,...._� .. _..._ ... .. 1� �
<br /> #12 GA SPLAY �� � a�
<br /> BRACED WIRES , - SEE SCHEDULE ON 7/A820 �� ' 7 " �4 � e
<br /> 0
<br /> ,� � �
<br /> � Q COMPRESSION PIPE STRUT SIZE
<br /> ; ii� � w � � � � SCHEDULE (BASED ON L/R>200)
<br /> . 11� 1.12 I.BS/FT METAL 0 . �c�
<br /> 8��
<br /> CHANNEL�4'-0"OC H v . a
<br /> • • a SIZE MAX. HEIGHT
<br /> 7/8 x 26 GA GALV. � �� � o�
<br /> METAL FURRING - • :
<br /> CHANNEL 2'-0'O.C. � �I,� / �,� w ' '� ' SCREW OPTIONAL � ` � � 1/2"x 22 GA. 3'-0"
<br /> `�; ; . _ __
<br /> ,r �.` ,� �
<br /> 3/4"x 22 GA 4'-0"
<br /> �'• � ' __.
<br /> , _.
<br /> 1"x20GA 6'-0"
<br /> , � �. � � ;
<br /> ___.
<br /> -� -. , , — -- --- -- 1 1/4"x 20 GA 7'-0"
<br /> , / _
<br /> ,,
<br /> ' ` � `\ i 1 1/2"x 20 GA 8'-6"
<br /> 6;{ � METAL FURRING _._�____....__ �.,.
<br /> \ . .. _
<br /> � \ � CLIPS OR MIN 2 (J �__��. _ __J..1 `-� � � 2"x 20 GA ,--- 11'-6" __
<br /> \.' -_�.._. STRANDS 18 GA WIRE �" --- `� 2 1/2"x 18 GA 14'-6"
<br /> �` ' T�Es FINISH PER RCP
<br /> : , . ___ � o 0 0 0 0 0
<br /> �„ 3"x 18 GA 17'-3"
<br /> SJ8'TYPE'X'GYP. BD. 1/4"MACHINE BOLT 2 1/2 METAL STUD = 3 1/2"x 16 GA 23'-3"
<br /> .___ �
<br /> UNATTACHED WALL '
<br /> 15 NP. GY�PSUM BOARD CEILING � � 3�OVE�L�I�GHT CEILING DETAIL AT GROUP FITNESS � BER2-C 11P��GRID DETAIL � 3�OMPR�ESSION STRUT DETAIL
<br /> 3 1 0
<br /> _ _ __ _ _ _ . _ _ j_
<br /> l � �
<br /> � NOTE: '
<br /> � CABLING AND POWER REQUIREMENTS ' '
<br /> i TO BE COORDINATED WITH AV AND � �
<br /> CABLING VENDOR DRAWINGS SHEET METAL CLOSURE
<br /> EXIST STRUCTURE RIVETED TO VERTICAL
<br /> LEG OF ANGLE MOIDING �?a
<br /> �ABOVE � �° ;� _.. . � �
<br /> THREADED ROD TO STRUCTURE �
<br /> BY GENERALCONTRACTOR ' o
<br /> ' UNISTRUT H-FRAME �
<br /> ' BY GENERAL CONTRACTOR � '
<br /> PLENUM CABLING
<br /> ,
<br /> _ �
<br /> i PLENUM BOX PER DATA
<br /> AND ELECTRICAL "
<br /> f
<br /> 1012
<br /> REGISTERED
<br /> ' FINISH CEILING OR MA N RUNNER 12���� 4��� ARCHITECT
<br /> � MAX 10/03/2016
<br /> ; PATCH AND REPAIR HOLE ��' ,� : _
<br /> � WITH DECORATIVE FLANGE POP ANGLE ��' . ��`"
<br /> ; ' PER AV CONSULTANT �RIVET MOLDING TIE THE ADJACENT WALLS DpNbl DE VORE
<br /> STATE OF W)1SHZNGTON
<br /> � ' REFLECTED CEILING PLAN
<br /> i
<br /> I '
<br /> SEISMIC JOINT REQUIRED FOR EVERY 2,500 SF OF
<br /> � ' INSTALL N/MONITOR CEILING AREA OR FULL-HEIGHT PARTITIONS SEPARATING
<br /> � CONTROL THE CEILING AREA INTO LESS THAN 2,500 SF. �
<br /> j ARM PER MFR'S
<br /> ; �VERTICAL RECOMMENDED MANUFACTURER PROPRtETARY SEISMIC JOINT MAY BE
<br /> CLEARANCE BELOW INSTALLATION USED IN LIEU OF DETAIL SHOWN WHEN TESTED IN VERTICAL COMPRESSION STRUT AT
<br /> MONITOR SHALL BE INSTRUCTIONS ACCORDANCE WITH ICC-ES AC 156. O E WITHIN 6'-0"FROM EAC WIAIL CEILING MAIN 8 CROSS RUNNER
<br /> 6-8 HIGH MINIMUM
<br /> FASTENED TO MAIN RUNNER 8 NOTE: PERMIT SET �orosi�s
<br /> , STRUCTURE ABOVE INSTALL CEILING GRID USING#12 GA REV DESCRIPTION DATE BY CHK
<br /> �' � O CEILING MOUNTED TV/ MONITOR G SESMIC SEPERATION JOINTS SPLAY WIRE HANGERS(d,�45
<br /> i „ _ ,_ „ V „ _ ,_ „ DEGREES,90 DEGREES TO EA
<br /> i 1 - 1 0 1 1/2 - 1 � 12 GA VERTICAL HANGER WIRE OTHER(4 WIRES)BEGINNING 4'-0' � ::-:�
<br /> ; AT 2'-0'EA WAY WITH MIN 3 FROM STARTING POINT OF GRtD AND : �
<br /> �--__ ._----- -------- - ---- ._--_______ ._._..__.�T__._.-------- _.� ______.__�_.._._._.__._______._�__�._�.M..�.__w__.�_.__. _�_�.�_...__._. .,_� .,rw _....._��.w.... . ........ TIGHTTURNSINI-1/2"BOTH
<br /> i ENDS OF WIRE(TYPICAL) i i TILE LAYOUT AND IN BOTH 701 5th Ave., Suite 6730
<br /> DIRECTIONS AT 12'-0"THEREAFTER.
<br /> Seattle WA 98104 USA
<br /> ; +1 206 270 7000
<br /> __.._. __.._ __.---
<br /> ��,/�,•. 12 GA BRACING WIRE WITH MIN 4 '
<br /> `T�' : J TIGHT TURNS IN 1 k�'BOTH ENDS ► �
<br /> METAL FRAMING AS ' OF WIRE(TYPICAL) - ; � www.unispace.com
<br /> ��___ I s:y
<br /> REQUIRED , � %��
<br /> ; I ' � •
<br /> , ' ' i CROSS RUNNERS �;�,: f � ' Client/Project Name/Address:
<br /> , i ' MAIN �' ' '� ��f �i
<br /> ' ; ; RUNNERS � • � �, � � �` I ,v;.
<br /> , _ _._ , . /
<br /> � . ._ ti _ :- . � \ :���-� FLUKE CAFE/FITNESS
<br /> 45 MAX �
<br /> , � ' �' ,�.:
<br /> ' ` °MAX :;+�'. � o
<br /> RECESSED LIN�R uGHT . _ _ _ � ! \. ; .,�� � 6920 Seawa Blvd, Everett,WA 98203
<br /> FIXTURES AS SCHEDULED � �" '� ' , �nP1 {TYP) \ �?. y �
<br /> �� . .._ ; ... _� � . � . ��• . .. � / � Y�
<br /> I ( \ j` NOTE�k 1 �` � LL
<br /> I I ' �� / � ' • '
<br /> GYP BD SOFFIT ( ! � '
<br /> 1 { � ,� !,� Drawing Title: �
<br /> � � I s �
<br /> � I
<br /> \ I f ( ��� vl
<br /> CORNER BEAD ��-�j������
<br /> <��, Y
<br /> 1 ` �
<br /> _ � , � CEILING DETAILS �'
<br /> 1 1/2 WOOD BLOCKING
<br /> PAINTED TO MATCH GYP BD � �1� I � NOTE: ARMSTRONG PRELUDE XL 15/ �
<br /> SOFFIT �, . ; �,, 1. 2"MAX FROM BRACING WIRES TO CROSS RUNNERS 16"ICC#ESR-1308,LARR �
<br /> � , - � —:--- - - , «__ _ _ .__ _. .
<br /> . _ :_. ` � 2 MAX 6'-0"GAP FROM SUSPENDED AND GYPSUM BOARD #25032 ASTM c635, HEAVY =
<br /> i . � . `�i` , 1 CEIUNGS DUTY �
<br /> t� 3. SOFFITS-IF GREATER THAN 6'-0',THEN LATERAL DESIGN Status: �
<br /> i REQUIRED �
<br /> PARTITION AS SCHEDULED , ; '', 2'OVERSIZE RING,SLEENE OR ADAPTOR THROUGH Pe rm it Set �
<br /> ' ' THE CEILING TILE TO ALLOW FOR FREE MOVEMENT �
<br /> OF AT LEAST 1"IN ALL HORIZONTAL DIRECTIONS Drawn By: KSR/IH Checked By: DD
<br /> scaie: As indicated Date: 10I03/16 �
<br /> ' 4„ ' Project Number. �D064 N
<br /> VERIFY WITH FINAL LIGHTING SPEC "'
<br /> Drawing Number: Revision: �
<br /> �
<br /> 0
<br /> N
<br /> O
<br /> SECTION AT RECESSED LIGHT COVE FIRE SPRINKLER HEAD ACOUSTICAL TILE CEILING SUSPENSION � °
<br /> 5 1 ■ �
<br /> 3"-1�-o" 1 1/2" — 1'-0" 3" = 1'-0"
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