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_ �
<br /> Key Plan:
<br /> 2b2" x 25 GA. MTL STUD FRAMING ; ;
<br /> @ 16" O.C. PROVIDE DIAG ' ' � I
<br /> BRACING ��€Q'D ----- _ ___ -- --- _ _ Ii_ i i � I Ij STRUCT
<br /> HANGER WIRE AS , 12 GA HANGER WIRE � I I I;
<br /> REQUIRED -- � � AT 2'-0"O.C., TYPICAL ; #12 GA SPLAY / COMPRESSION
<br /> � � BRACED WIRES -- , STRUT
<br /> _ _ � �
<br /> ' 8" MAX � ( `' � � #12 GA SPLAY
<br /> � �
<br /> � I ( BERC2 8�� MAX. ; �, � BRACED WIRES
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<br /> ,
<br /> � I ;
<br /> BERC 2 I � � j � � � , '
<br /> SEISMIC CLIP � ; I � General Notes:
<br /> I - BERC 2 SEISMIC CLIP X w �
<br /> �j" MI N I I �i I ( � �� All work to be carried out in accordance with the US International Building Code,Local
<br /> 4 � I i REFER TO DETAIL 5/ID5.2 Q 3 � � 0 / j , Building Codes antl Safety Regulations,Water,Electricity regulations and all other
<br /> �
<br /> i ; o � � i II I � r / relevant Authorities requirement concemed.
<br /> - i , i All work to be carried out in a rofessional&workmanshi like manner accortlin to the
<br /> - �� �; w P p 9
<br /> �o li i - i '' i
<br /> � � ' `o (� I I I � i plans&specification.
<br /> � � ( MAI N RU N N E R Z j �I4' M I N ' I Q � �� � Do not scale off the drawings unless otherwise stated and use figured dimensions in
<br /> �'" - � ( OR CROSS-TEE = i �� � o / � preference.
<br /> i � 7 � � ° o � All tlimensions are to be checked&verified on site before the commencement of any
<br /> — � �' � ; � � o o work,ali dimensions&levels are subject to f nal suroey and set-out.
<br /> �LG. HT. REFER -- ` � I 4-400. � ( � This drawin &desi n is the ro ert of the desi n rou noted on this sheet and
<br /> -- - - -_ — -- 7 „ 0 9 9 PPY 99 P
<br /> �� ,- � � i - o ` i i �g ° o � O should not be reproducetl either in part or whole without the written consent of this firm.
<br /> � '
<br /> � � � � _ � �� 7 � o � °
<br /> U� / I I RCP ; 4-400. o po Consultants:
<br /> 0 ' �REFERTO ----- ; I a o `_
<br /> __ � __...--- - � � � �O
<br /> ACOUSTICAL � I ,� � � I � �
<br /> CEILING GRID & � �
<br /> TILES AS OCCURS. � / I � �� ACOUSTICAL CEILING �� � SCREW TIGHTENED THROUGH MAIN � � �
<br /> REFER TO ; l�� _.--�} TILE AS SCHEDULED I i i RUNNER WEB RESTRICTING �
<br /> REFLECTED '
<br /> CEILING PLAN ` � SHADOW MOLDING, TYPICA� i� � SEPARATION FROM WALL MOLDING
<br /> � � �
<br /> SHADOW MOULDING, TYPICAL � I ( F- - - --- -
<br /> PARTITION AS SCHEDULED ' _
<br /> ; �
<br /> MAIN RUNNER --- CROSS-TEE (REFER TO
<br /> I ( � _ � � � SPECIFICATIONS)
<br /> �GYP.BD CEILING AS � �I i j � !
<br /> i _ r� � � o � o � I
<br /> OCCURS. REFER TO
<br /> REFLECTED CEILING � I
<br /> PLAN I__� _ _ _
<br /> 8"MAX I 8" MAX
<br /> ATTACHED WALL - #12 GA HANGER WIRE ;
<br /> 16 ACT/GYP.BOARD CEILING TRANSITION DETAIL HT CHANGE � 2 WALL EDGE DETAIL AT ACT
<br /> TYP.AT PERIMETER
<br /> 3" = 1'-0" 3,. = 1'-0" WALLS
<br /> � MAIN RUNNER OF CROSS-TEE
<br /> �
<br /> _ . __ _ _ _ % ' \
<br /> �
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<br /> �
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<br /> �
<br /> - - �� �
<br /> NOTES: � � - ACOUSTICAL TILE 1� � �
<br /> _ _ �
<br /> FIXTURE DRIVER -
<br /> 1. LATERAL SUPPORT SHALL BE PROVIDED BY(4)WIRES (12 GA MIN)SPLAYED IN FOUR � $" MAX. �
<br /> DIRECTIONS 90 DEGREES APART. CONNECT TO MAIN RUNNER @ 2" MAX FROM
<br /> CROSS-RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES SCHEDULED LIGHT BERC2
<br /> FROM PLANE OF CEILING. INSTALL LATERAL SUPPORTS @ 12'-0" INTERVALS ER FIXTURE
<br /> DIRECTION w/FIRST POINT @ 6'-0" MAX FROM EA WALL 7 o REFER TO REFLECTED CEILING
<br /> 4-400 PLAN FOR DESIGNATION OF
<br /> 2. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER 47 OF THE UNIFORM o �
<br /> ACOUSTIC �, � � OTHER EDGE DETAILS
<br /> BUILDING CODE, WITH THE ADDED REQUIREMENT THAT DISCONTINUOUS ENDS OF �
<br /> CROSS-RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED @ 8" MAX CEILING TILE �
<br /> FROM SUCH DISCONTINUITIES WHICH OCCUR WHERE CEILING IS DISRUPTED BY A WALL \` � �0
<br /> 3. PROVIDE 1 ��$" x 1 ti2" x 20 GA ANGLE AT END OF EACH STUD TO CHANNEL � ° �/ ° o �
<br /> 8 GA VERTICAL WIRE o , i . , / 7� �� �4�� � o 0
<br /> � @ 4'-0"OC f� � � � � o
<br /> #12 GA SPLAY
<br /> . ___ 4 (t i ..
<br /> �-_ �
<br /> BRACED WIRES ; SEE SCHEDULE ON 7/A820 � �p COMPRESSION PIPE STRUT SIZE
<br /> � �� � � � �� � ° o � SCHEDULE (BASED ON L/R > 200) �,
<br /> ,
<br /> �
<br /> \ � II I ;� i, ° o ', -_ ------- - ----- ---'
<br /> �, (� � ' n. � �o � SIZE MAX. HEIGHT
<br /> \ 1 y2" 1.12 LBS/FT METAL U � � � SCREW OPTIONAL ° $ '
<br /> 7/8" x 26 GA GALV. II I/ CHANNEL @ 4'-0"OC � � $„ '� i � � 1/2"x 22 GA. 3'-0"
<br /> METAL FURRING �, '- -__- --__ ' 3/4"x 22 GA 4 0"
<br /> CHANNEL 2'-0" O.C. ' - --
<br /> � ���) � - -- � �
<br /> / �
<br /> �. 1"x20GA b-0"
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<br /> ` a ; " I -- _ .
<br /> � �
<br /> -- - — -- — —
<br /> � �
<br /> , ��R � 1 1/4"x 20 GA 7-0"
<br /> r� ;
<br /> � � � � - -- - - -_ __ _
<br /> ` �I - 1 1 2"x 20 GA 8'-6"
<br /> � i /
<br /> \ � �— .--_ U � __ _ 2,�x 20 GA ---- l 1' 6
<br /> ,
<br /> / _ -- - _ _- __ .
<br /> f.� I /
<br /> ��C ._. . ... _ �
<br /> �j METAL FURRING � o � � o � u 2 1/2"x 18 GA 14'-6" I
<br /> ___ �' �------- �I
<br /> � CLIPS OR MIN 2
<br /> STRANDS 18 GA WIRE � �� 3"x 18 GA 17'-3"
<br /> ,
<br /> - __- ---- ---- _ __- -- ---
<br /> ._ __ _---- - - _ I
<br /> TIES ' 3 1/2"x 16 GA 23'-3"
<br /> FINISH PER RCP UNATTACHED WALL
<br /> 5/8"TYPE "X" GYP. BD. 1/4" MACHINE BOLT
<br /> 21 i2 METAL STUD
<br /> 15 3YP. GY�PSUM BOARD CEILING � � 30VE LOIGHT CEILING DETAIL AT GROUP FITNESS � BER�-C 11P�,GRID DETAIL � 3'OMPR�ESSION STRUT DETAIL
<br /> �
<br /> NOTE:
<br /> CABLING AND POWER REQUIREMENTS �
<br /> TO BE COORDINATED WITH AV AND ! 3 ,
<br /> CABLING VENDOR DRAWINGS I �8 �`
<br /> SHEET METAL CLOSURE stamP:
<br /> EXIST STRUCTURE RIVITED TO VERTICAL
<br /> �I ���.��
<br /> ���������
<br /> a ° � ABOVE LEG OF ANGLE MOLDING � � � Q ,����:����'�
<br /> - �
<br /> � ° G c ° G �G -THREAD TO STRUCTURE a vo° 90° o � �.
<br /> C . . e . � . G � �
<br /> —__ - ----CEI � BY CONTRACTOR � I, , � �° ,:
<br /> ! i 6 �=� � ✓ �,:; 11104t20�6
<br /> I � �� n���t�
<br /> -FRAME I � ��:�°�� �� �a����a����
<br /> � Y GEN CONTRACTOR N
<br /> - ACOUSTIC G GRID CLIP � ``�
<br /> PLENUM C G � _ _ _ _ _ �
<br /> _.�� � _ _ _ _ _ _ _ = i — B�ACKFINISH — o � o
<br /> �
<br /> � � � � ,
<br /> ENUM BOX ATA
<br /> � , �° a���'� E�ECTRICA ' �
<br /> ��:: � .�,
<br /> i 8„ 8„
<br /> ----
<br /> � , �;:: _ B� ___ _ __ __ _ — ;
<br /> � �,, ,
<br /> FI EILING � � �8° MIN CLR CROSS
<br /> PATC D REPAIR HOLE � � � OR MAIN RUNNER - 12'-0"oc MAx
<br /> \ ITH DECORATIVE FLANGE j I
<br /> � �.,
<br /> 4 � BLACK FINISH NOTE
<br /> �� U CHANNEL PER AV CONSULTANT � �POP TIE THE ADJACENT WALLS
<br /> �, �
<br /> 6 RIVET ANGLE MOLDING �
<br /> ,
<br /> � � REFLECTED CEILING PLAN
<br /> � ----___- --- _____ ,
<br /> �, ' KIREI INSTALL NIMONITOR
<br /> �� � �'��� BAFFLE CONTROL �
<br /> ARM PER MFR'S �
<br /> �V�ERTICAL _ _ RECOMMENDED
<br /> Y CLEARANCE BELOW INSTALLATION
<br /> MONITOR SHALL BE I VERTICAL COMPRESSION STRUT AT
<br /> INSTRUCTIONS
<br /> 6�-S��HIGH MINIMUM � �2'-0"OC EA WAY WITH FIRST POINT
<br /> I TO BE WITHIN 6'-0" FROM EACH WALL CEILING MAIN & CROSS RUNNER
<br /> ' FASTENED TO MAIN RUNNER& NOTE: REV DESCRIPTION DATE Bv CHK
<br /> 14 KIREI FELT PANEL TO ACT GRID � O CEILING MOUNTED TV / MONITOR � SEISMIC SEPERATION JOINTS sTRucTURE RBovE ._ .______ _____ ____ _ iNSTA��cEiuN� �Ri� usiN�#�2 �a
<br /> 6" - 1'-0" 1" - 1'-0" 6" - 1'-0"
<br /> i SPLAY WIRE HANGERS @ 45 `
<br /> - DEGREES, 90 DEGREES TO EA � " �' �
<br /> 12 GA VERTICAL HANGER WIRE i OTHER (4 WIRES)BEGINNING 4'-0" � '�
<br /> __ _ _ . _ _. . _ __ _ _ _ _ _ . ___ __ _ _ . _. _ _. _ _ . ._ __ AT 2'-0" EA WAY WITH MIN 3 �
<br /> FROM STARTING POINT OF GRID AND
<br /> TIGHT TURNS IN 1-1l2" BOTH i TILE LAYOUT AND IN BOTH
<br /> i i DIRECTIONS AT 12'-0"THEREAFTER. 701 5th Ave., Suite 6730
<br /> ENDS OF WIRE (TYP
<br /> Seattie WA 98104 USA
<br /> +1 206 270 7000
<br /> j 12 GA BRACING WIRE WITH MIN 4 i www.unispace.com
<br /> � TIGHT TURNS IN 1�i " BOTH ENDS i ,
<br /> .
<br /> � � � .,., ..�
<br /> OF WIRE (TYPICAL) � ,e, � � „_
<br /> ' �< ,. _. _�_._._.�
<br /> I \
<br /> I AS REQU�RE� ! „ � , Client/Project Name/Address:
<br /> I I . I � �
<br /> � ��� CROSS RUNNERS �
<br /> ,
<br /> ;
<br /> --____ _._ 1 ___ ! ___.___.__ M A I N ; �
<br /> - - - � � ; ; R�N"ERS -� ' � FLUKE CAFE - PHASE 2
<br /> � � � �
<br /> � , ,
<br /> RECESSED LINEAR LIGHT — - - — - - - -- --- � I ` ' ' \ 45° MAX o II 6920 Seaway Bivd, Everett,WA 98203 �
<br /> ;
<br /> 45 MAX , ,�
<br /> FIXTURES AS SCHEDULED ' - ' ' ' °' = � I , � � (TYP� (TYP) Y
<br /> i
<br /> i — — � I I .�" ��,: I I '` � � � � sEE �
<br /> � `� '` i OTE#1 Drawing Titie: �'
<br /> � ;
<br /> GYP BD SOFFIT � � i I I
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<br /> `..,� I �...- _-._ ._ ' . ... .. ...
<br /> '
<br /> r ' . � - . ' CEILING DETAILS �'
<br /> I C
<br /> �. \ � �
<br /> � I I j � 2"OVERSIZE RING,SLEEVE OR ADAPTOR THROUGH � NOTE: ARMSTRONG PRELUDE XL 15/ �
<br /> ; THE CEILING TILE TO ALLOW FOR FREE MOVEMENT i =
<br /> I I 1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS 16" ICC#ESR-1308, LARR
<br /> OF AT LEAST 1"IN ALl HORIZONTAL DIRECTIONS � �
<br /> I 2. MAX 6'-0"GAP FROM SUSPENDED AND GYPSUM BOARD #25032 ASTM c635, HEAVY
<br /> U
<br /> � ; CEILINGS DUTY Status: �
<br /> I � 3. SOFFITS- IF GREATER THAN 6'-0", THEN LATERAL DESIGN PERMIT SET N
<br /> PARTITION AS SCHEDULED I REQUIRED Y
<br /> ;. i Drawn By: KSR/IH Checked By: DV N
<br /> scaie: As indicated oate: 11l4l16 �
<br /> Project Number: ,A,D064 �
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<br /> � Drawing Number: Revision: c�o
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<br /> 9 3EC 110�N AT RECESSED LIGHT COVE � 11R�SPRIN��KLER HEAD � � 3C01 S�TICAL TILE CEILING SUSPENSION � � F
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