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<br /> CHIEF CMA-440 SUSPENDED �
<br /> �
<br /> 1 g MUDRING w/2" CEILING KIT INSTALI ED BY o
<br /> VERTICAL HANGER WIRE: CHIEF CMA-440 SUSPENDED CEILING GENERAL CONTRACTOR — THIS �
<br /> � �� ' " KIT INSTALLED_BY GENERAI_ GROMMETED COVERPLATE 1 g UDRING w 2" 0
<br /> 12 GA. C� 4 -0 O.C. IN LATERAL BRACING: 4—�12 FLUSH MOUNT IN CEIL. TILE INCLUDES ALL ADDITIONAL �
<br /> BOTH DIRECTIONS MIN. GA.WIRES IN PLANE OF CONTRACTOR THIS INCLUDES ALL CEILING STRUTS, , G OMMETED COVERPLATE
<br /> BY ELECT. CONTR. PLACED HANGAR WIRES � � LUSH MOUNT IN CEILING � :;��
<br /> AND AT EACH END. EACH RUNNER 4 FULL ADDITIONAL CEILING STRUTS, HANGAR TURNBUCKLES, ETC.
<br /> WIRES, TURNBUCKLES, ETC. NEXT TO RECEPT. �° '� TILE BY ELECT. CONTR. N '��
<br /> TURNS AT EACH END. ' � o
<br /> 120VAC 20A RECEPT.(1 g) PLACED NEXT TO RECEPT. �
<br /> 5 ,.,-------�� , `
<br /> ��., -� • °I CHIEF CMA-110 MOUNTING � ��'
<br /> A503 - CHIEF CMA-110 MOUNTING - � FLUSH MOUNT IN CEIUNG �i 120VAC 20A RECEPT. 1 d- ;
<br /> PLATE PROVIDED & INSTALLED —: TILE & CMA-440 PLATE BY PLATE W/ MOUNTING BOLTS ( 9) .�
<br /> BY CONTRACTOR ; O.O i ELECT. CONTRACTOR PROVIDED & INSTALLED BY FLUSH MOUNT IN CEILING
<br /> A/V CONTRACTOR TILE & CMA-440 PLATE BY �
<br /> ELECT. CONTRACTOR �
<br /> �; REMOVE T—SEGMENT, d CNIEF RPA PROJECTOR MOUNT � �) y ��7 SUSPENDED CEILING LEVEL �—
<br /> CENTER CEILING � & CHIEF SLB INTERFACE PLATE -
<br /> � � MOU T G � CENTER OF LENS � PROVIDED & INSTALLED BY � � 1 .5 NPT PIPE PROVIDED � =
<br /> O N IN PLATE ON INSTALL CHIEF N N � A/V CONTRACTOR & INSTALLED BY A/V � ���`'
<br /> PLANNG GRID LINE PER " �O MANUFACTURING C0. ` `
<br /> CONTRACTOR --- EXACT
<br /> c3 SHARP XG—P25X �J
<br /> W 45a � CENTER OF LENS w STD. ZOOM LENS �
<br /> � MAX, qX CMA-440 8"x24" SUSPENDED -.---SCREEN DIRECTIO (LEVEL) (21.4 LBS.) LENGTN TO BE DETERMINED �
<br /> CEILING MOUNTING PLATE SHARP XG-P25X THROW „ SHARP XG-P25X w/STD. 700M ----SCREEN DIRECTION ON SITE F-- .
<br /> SHARP XG–P25
<br /> PER MFGR S INSTRUCTIONS — �israNCE RaNCE 6 1/2 LENS (21.4 LBS.) THROW DIST RANGE �
<br /> PROJECTOR CENTERED TURNBUCKETS AND STRAND (STD. ZOOM LENS 1.8:1 - 2.4:1) „ (sTo. zo NS 1.8:1 – 2.4:1) 7" O.C. �
<br /> ON CEILING GRID LINE MAIN RUNNER WIRE NOT SHOWN FOR (�oo"DIAG. SCREEN � 4:3) 7 o.c. o°DIAG SCREEN C� 4:3) —�=, �
<br /> , � . ;_
<br /> (4) CONDUIT OR STRUT AT CROSS RUNNER CIARITY - . � ' '�
<br /> 12,_�„ O.C. EACH WAY. y_ . _ _ I
<br /> ACOUSTICAL — } � I
<br /> START FIRST STRUT POINT I I NOTE: MID—RANGE IS I MIPJIMUM PROJECTION DISTANCE MID. RANGE �`��TF: MID—RAN�E IS
<br /> c OPTIMAL THE PROJECTOR MAXIMUM � .•,v,
<br /> ' " PANEL MINIMUM PROJECTION DI�TANCE MID. RANGE OPTIMAL THE PROJECTOR MAXIMUM 12'-1" (145°) IS FROP�1 LENS TO �3'-10" (166") PO�ITION. 15�-7�� 187'�
<br /> WITHIN 6 -0 FROM EACH ,� is ��or� �FNs ro scR�FN su�F�,cE ( ) � •
<br /> 12'-1" (145 ) SCREFN SURFACE �3'-10" (166") POSITION. �5'-7" ��g7"} � :Y�;
<br /> WALL. PROVIDE SIZE OF 2"MAX. FROM W
<br /> STRUT PER IBC 2003, ALONG BRACE WIRES TO �
<br /> WITH ASTM C 635 AND ASTM C 636. CROSS RUNNER
<br /> SUSPE�IDED CEIL f� G SYSTEM W/
<br /> PROJECTOR P �AN �IEW DETA � 3 PROJECTOR SIDE �IEW DETA � 4 0 ��
<br /> P R 0 J E C T 0 R P LA N �I E SCALE: NTS 2A280 A534 SCALE: NTS L'—
<br /> W D ETA � � P R 0 J E C T 0 R M 0 U N T �l � P AT E 2 2A280 A534
<br /> 0
<br /> SCALE; NTS 2A280 A534 SCALE: NO SCALE 2A280 A534 , � �
<br /> c� v�
<br /> z �
<br /> o —
<br /> � z -
<br /> SECOND FLOOR SLAB Q w 7 1/4" =�c`�
<br /> � � WALL
<br /> � Q . a a � o
<br /> . a . a ..a a . . a .•
<br /> . . . . . . a a a. g,_2„
<br /> . aa � � � . . � . � � � . a . a
<br /> � ..a � � a ° . a. � � � � � AFF
<br /> AFP-1 , WHERE OCCURING � � �� . � ° � ° � a � � � � ALUMINUM SAWCUT (E) STUDS
<br /> . a a� � . INSTALL NEW TRACK ABOVE
<br /> � � , � . . � � � � � ° . . ° � 4 . °Q � CHAIR RAIL AND SECURE TO HEADER
<br /> ,a .. .
<br /> T.O. CHAIR RAIL � � � � � �
<br /> . � . a ,
<br /> — GWB a aa � � ° . a GWB RETURN ::..::..:...... .... �...:........ : �... ,. .:..... ... :. .. . ,... ��
<br /> TO ALIGN WITH � � � �
<br /> ,�,� , � �,.� .,. �;- .; '>. 1�2„ ��2» �� =
<br /> T.O. MULLION WALL ASSEMBLY — � '
<br /> —� :
<br /> ;:s`"�
<br /> PREMANUFACTURED AS SCHEDULED �� —�'j' :. „ °
<br /> SLOTTED DEFLECTION ` ELEC. PANEL � F N SHGWO MATCH� EXISTING
<br /> - TRACK FRAME BEHIND PANEL
<br /> � \ ..
<br /> TO SUPPORT GWB AND ADJACFNT FINISHES -
<br /> \ � ALUMINUM ALIGN WITH WALL
<br /> SURROUNDING THE
<br /> . ....:.......:....: ::. ...�:..::................. , ::. . .......:..:...,:. .:. :._..,..:..::::...: ..., ...... :
<br /> � MRACKTUDS 8c GWB, WHERE OPENING. 12"x6" (14 GA) NESTED
<br /> OCCURING GWB HEADER
<br /> . . . 8'—0" �;,<
<br /> t
<br /> aFF x
<br /> D EF�ECTI 0 �l TRAC K D ETAI � WA�� JA�1 B D ETAI � AT E�ECTR I CA� 5/8�� �wB
<br /> FINISH OPENING
<br /> A�U M . C HAI R RAI � D ETA � 5 TYP I CA� AT FU �L H E G HT WA�LS 6 PAN E� H EAD Af� D S I �� S I M . � v�
<br /> SCALE: 6" = 1 '-0" 2A10 A534 SCALE: 3" = 1 '-0" A352b A534 SCALE: 1 1/2" = 1 '-0" 2A10 A534 0 P E�l I �l G H EAD E R 8
<br /> SCALE: 3"= 1 '-0" A35��4
<br /> �
<br /> z `� � (E) CORNER CONST �-.
<br /> 4 -0 OC 1 1/2 � STD PIPE WALL � w � » TO REMAIN �= �
<br /> „ � � � 5/8 GWB EA SIDE °S'
<br /> MAX POST AND RAILS FINISH OPENING 7 1/4 � � � —� '
<br /> 5/8" GWB � o � � ,.
<br /> 5/8" GW8 EA SIDE—� .. , . .. . . .. . �. "
<br /> CLIPS TO HEADER � —�
<br /> \` �
<br /> x
<br /> MTL STUDS W/ � �
<br /> � DBL 6" (20 GA) �
<br /> �
<br /> HEAD PROTECTION RAIL MUST EXTEND CONCRETE S�AB
<br /> � TO THE POINT WHERE CLEARANCE FROM ,—
<br /> �.
<br /> N FLOOR TO THE OVERHEAD OBSTRUCTION z z �;:.
<br /> > » BASE PLATE o — „ . z
<br /> IS 7 -0 MINIMUM „ „ � � 5/8 GWB .
<br /> 1/2 x 6 SQ. J � FINISH OPENING 4 8
<br /> Q
<br /> � � DBL 6" (20 GA) VERIFY :•
<br /> � MTL STUDS W/ EXTENT OF
<br /> CLIPS TO HEADER REQ'D DEMO
<br /> BASE PLATE
<br /> ��2"X 6" SQ. --,\ ° - 1/2�� DIA HILTI KWIK 0 P E�1 I N G JAM B 0 P E�l f� G JAM B
<br /> 1 1/2"Q� STD PIPE �-� BOLT TZ (EMBED 2") � O g ,
<br /> POST AND RAILS p � �� SCALE: 3"= 1 '-0" A352 A544 SCALE: 3"= 1 '-0" A35�2�4 �-
<br /> 3/16" �_/ �`.,
<br /> F� A T� I — 11 ��
<br /> 1 " = 1 '-0" 1 Al2 A501 �
<br /> www.brph.com Copyri�ht o 2017
<br /> 1 Archit�c�s, Engineers, C�nstruc�ors -
<br /> 19020 33rd Ave W,Suite 530 State of Washington ��
<br /> Certificate of Authonzation ,, .�
<br /> Lynnwootl,Washington,98036 Architecture No.603235512
<br /> 425-921-3500 Enginzering No.3137 °
<br /> SYM REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> ACCEPTABILITY KAG 07 06 17 �����LLAN��US DETA�ILS / / �
<br /> 1114� THIS DESIGN AND OR CHECKED 16324 �� �6 � �
<br /> 0 DEMOLITION PERMIT ONLY WBS 16324 KAG KML 06/27/17 RE �_� �D � "
<br /> ARC�ITECT SPECIFICATION IS APPROVED EGD 07 06 17 SHEET r
<br /> 1 Issue For Permit-SRW ���wer Support (40-25/35) WBS 16324 KAG KML 07/06/17 � ;�e�_. �a,efy ENGWEER TITLE FACTORY TRANSFORMATION 40-035 025 SRW Towet- Su o►`t '
<br /> o✓ � , ��- o,��-o�,o��ti,T� APPROVED BY DEPT. DATE KML 07 06 17 � PP � � � �
<br /> CHECKED o `
<br /> KENNETH . � ERy APPROVED �� ���i�� �O��3� <
<br /> sTnTE o� wAsxrN�TON JOB No. COMP N0. �
<br /> WO 15/2899-801
<br /> APPROVED ARCHITECTURAL MASTER EVERETT, WA °wc No. 40-035—A534-801
<br />
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